Plan Review Details - Permit 04040562
Plan Review Stops For Permit 04040562
Review Stop B BUILDING (STRUCTURAL)
Rev No 48 Status P Date 2007-07-14 Cont ID  
Sent By rbrown Date 2007-07-14 Time 13:37 Rev Time 0.00
Received By rbrown Date 2007-07-14 Time 13:37 Sent To  
Notes
2007-07-14 13:40:54SUBMITTAL ON 7/10/07 FOR ENGINEER'S LETTER ON WIND
 PRESSURES FOR PARAPET CAP WEATHER-PROOFING MEMBRANE BY
 HYDROSTOP, PREMIUM COAT (NOA# 03-0501.11)
Review Stop B BUILDING (STRUCTURAL)
Rev No 47 Status P Date 2007-07-07 Cont ID  
Sent By rbrown Date 2007-07-07 Time 13:30 Rev Time 0.00
Received By rbrown Date 2007-07-07 Time 13:30 Sent To  
Notes
2007-07-07 13:32:37REVISION SUBMITTED ON 6/25/07 FOR SHEET A0.1 REVISED TO
 SHOW PAVER SIDEWALK.
Review Stop B BUILDING (STRUCTURAL)
Rev No 46 Status P Date 2007-07-07 Cont ID  
Sent By rbrown Date 2007-07-07 Time 12:57 Rev Time 0.00
Received By rbrown Date 2007-07-07 Time 12:57 Sent To  
Notes
2007-07-07 13:15:26SUBMITTAL ON 7/2/07 FOR LETTER FROM ANDREW MORGAN,
 P.E., DATED 6/28/07, ON BIRDVIEW SKYLIGHTS PRODUCT
 APPROVAL (NOA # 02-0924.07, FL # 5291)
Review Stop B BUILDING (STRUCTURAL)
Rev No 45 Status F Date 2007-07-07 Cont ID  
Sent By rbrown Date 2007-07-07 Time 12:52 Rev Time 0.00
Received By rbrown Date 2007-07-07 Time 12:52 Sent To  
Notes
2007-07-07 12:57:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6652
 E-MAIL: [email protected]
  
 SUBMITTAL ON 7/2/07 FOR LETTER FROM RIZA ALTAN, P.E.
 FOR PARAPET WALL.
  
 1)RIZA ALTAN, P.E. IS NOT THE ENGINEER OF RECORD FOR
 THIS PROJECT.ANY DOCUMENTS SUBMITTED TO THIS OFFICE
 SHALL BE PREPARED BY THE ARCHITECT OR ENGINEER OF
 RECORD, OR MUST INCLUDE A SHOP DRAWING REVIEW STAMP
 FROM THE ARCHITECT OR ENGINEER OF RECORD FOR THE
 PROJECT.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO TELEPHONE:
 (561) 805 6652ROBERT BROWN
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 44 Status F Date 2007-06-24 Cont ID  
Sent By rbrown Date 2007-06-24 Time 13:41 Rev Time 0.00
Received By rbrown Date 2007-06-24 Time 13:41 Sent To  
Notes
2007-06-24 13:42:33BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6652
 E-MAIL: [email protected]
  
 REVISION SUBMITTED ON 6/14/07 FOR DOME SKYLIGHT PRODUCT
 APPROVAL, AND ATTACHMENT DETAIL FOR GUARDRAIL AT MECH
 EQUIPMENT ACCESS ADJACENT TO SKYLIGHT.
  
 1) FBC* 104.2.1 AND FBC* 104.2.2ONLY ONE COPY OF THE
 RIZA ALTAN, P.E. DETAIL, FOR ATTACHMENT OF GUARDRAIL AT
 MECHANICAL EQUIPMENT ACCESS ADJACENT TO SKYLIGHT, HAS A
 RAISED SEAL AND ORIGINAL SIGNATURE.ALL THREE COPIES
 MUST HAVE RAISED SEAL AND ORIGINAL SIGNATURE.
  
 2) THE BIRDVIEW SKYLIGHTS PRODUCT APPROVAL NOA#
 02-0924.07 (FL# 5291) HAS BEEN REVIEWED AND DENIED
 TWICE (COPY OF REVIEWS ATTACHED), ON 6/8/06 AND AGAIN
 ON 6/25/06, BECAUSE OF THE DIMENSIONS OF THE SKYLIGHT.
 IT IS NOTED THAT AN ENGINEERING LETTER FROM ANDREW
 MORGAN, P.E. AND A LETTER FROM BIRDVIEW SKYLIGHTS ARE
 NOW BEING SUBMITTED.THESE LETTERS AND THE PRODUCT
 APPROVAL HAVE BEEN FAXED SO THEY ARE NOT LEGIBLE, AND
 THE ANDREW MORGAN, P.E. LETTER DOES NOT HAVE A RAISED
 SEAL AND ORIGINAL SIGNATURE.ALSO THE LAST SENTENCE OF
 THE ANDREW MORGAN, P.E. LETTER STATES THAT "IT APPEARS
 THAT THE SKYLIGHTS INDICATED IN THE PRODUCT APPROVAL
 ARE SUITABLE FOR THIS LOCATION".THE TERM "IT APPEARS
 THAT...." CANNOT BE ACCEPTED IN AN ENGINEERING LETTER.
 FOR THIS PRODUCT APPROVAL TO BE ACCEPTED FOR THE SIZE
 OF OPENING PROPOSED, IT WILL BE NECESSARY FOR THE
 ENGINEERING LETTER TO SHOW THAT THE ENGINEER HAS
 CONDUCTED A COMPARISON OF WIDTH, LENGTH, AREA, DESIGN
 PRESSURE, AND IMPACT RESISTANCE FOR THE SKYLIGHT, AS
 PROPOSED AND AS TESTED.THE LETTER WILL BE REQUIRED TO
 INCLUDE A STATEMENT TO THE EFFECT THAT BASED ON THE
 ENGINEER'S KNOWLEDGE AND EXPERIENCE THE PROPOSED
 SKYLIGHT IS SUITABLE FOR THIS APPLICATION.SUBMIT A
 NEW ENGINEERING LETTER, AS DESCRIBED, WITH RAISED SEAL
 AND SIGNATURE, TOGETHER WITH THE ORIGINAL FOR THE
 BIRDVIEW SKYLIGHTS LETTER.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO TELEPHONE:
 (561) 805 6652ROBERT BROWN
 E-MAIL: [email protected]
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 43 Status P Date 2007-06-24 Cont ID  
Sent By rbrown Date 2007-06-24 Time 13:35 Rev Time 0.00
Received By rbrown Date 2007-06-24 Time 13:35 Sent To  
Notes
2007-06-24 13:40:57ARCHITECTURAL AND STRUCTURAL REVISION SUBMITTED ON
 6/14/07 FOR SHEETS A1.3, A1.4, A1,4,1, A2.2 AND S2.2,
 AND SUBMITTAL OF SPEC FOR FIRE-RATED ACCESS DOOR TO
 ELEVATOR SHAFT.
  
 SHEET A1.4 RED-LINED TO REQUIRE SUBMITTAL OF PRODUCT
 APPROVAL AND SIGNED AND SEALED ENGINEER'S LETTER FOR
 "BIRDVIEW" DOME SKYLIGHT
  
 SHEET A1.4.1 RED-LINED TO REQUIRE ARCHITECTURAL MOLDING
 TO BE SECURE USING METAL OR OTHER APPROVED
 BRACKETS/FASTENERS PER FBC 1404.1.1
Review Stop B BUILDING (STRUCTURAL)
Rev No 42 Status F Date 2007-05-15 Cont ID  
Sent By rbrown Date 2007-05-15 Time 08:40 Rev Time 0.00
Received By rbrown Date 2007-05-15 Time 08:40 Sent To  
Notes
2007-05-15 08:56:41BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6652
 E-MAIL: [email protected]
  
 SUBMITTAL ON 5/9/07 FOR ACCESS PANELS TO ELEVATOR SHAFT
 AT FOURTH FLOOR
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 1) FBC* 104.2CONTRACTOR TO HAVE ARCHITECT INCORPORATE
 ELEVATOR SHAFT ACCESS PANELS AS A REVISION TO FOURTH
 FLOOR PLAN, AND THEN RESUBMIT.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO TELEPHONE:
 (561) 805 6652ROBERT BROWN
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 41 Status P Date 2007-04-24 Cont ID  
Sent By rbrown Date 2007-04-24 Time 07:28 Rev Time 0.00
Received By rbrown Date 2007-04-24 Time 07:28 Sent To  
Notes
2007-04-24 07:29:22ARCHITECTURAL REVISION SUBMITTED 4/3/07 FOR ROOF PLAN
 AND SKYLIGHT DETAIL SHEET A1.4.REVIEW OF 4/18/07
 UPDATED FOLLOWING DISCUSSION WITH CONTRACTOR.
Review Stop B BUILDING (STRUCTURAL)
Rev No 40 Status F Date 2007-04-18 Cont ID  
Sent By rbrown Date 2007-04-18 Time 19:44 Rev Time 0.00
Received By rbrown Date 2007-04-18 Time 19:44 Sent To  
Notes
2007-04-18 20:00:15BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6652
 E-MAIL: [email protected]
  
 ARCHITECTURAL REVISION SUBMITTED 4/3/07 FOR ROOF PLAN
 AND SKYLIGHT DETAIL SHEET A1.4
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 1) FBC* 106.4SHEET A1.4, ROOF PLAN AND SKYLIGHT
 DETAILS.THE SUBMITTED PLAN SHOWS 5'-9" DOUBLE DOME
 SKYLIGHTS WHICH DO NOT REFLECT THE SKYLIGHT DIMENSIONS
 AND PROFILES ON THE SUBMITTED SKYLIGHT SHOP DRAWINGS.
 THE SHOP DRAWINGS SHOW THREE DIFFERENT SIZES OF HIPPED
 ROOF SKYLIGHTS.SUBMIT REVISED ARCHITECTURAL PLANS
 THAT SHOW THE SKYLIGHT SIZES AND PROFILES THAT ARE
 ACTUALLY PROPOSED.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO TELEPHONE:
 (561) 805 6652ROBERT BROWN
 E-MAIL: [email protected]
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 39 Status P Date 2007-04-18 Cont ID  
Sent By rbrown Date 2007-04-18 Time 19:42 Rev Time 0.00
Received By rbrown Date 2007-04-18 Time 19:42 Sent To  
Notes
2007-04-18 19:44:07ARCHITECTURAL REVISION SUBMITTED ON 4/3/07 FOR 1ST AND
 2ND FLOOR REFLECTED CEILING PLAN SHEET A1.5
Review Stop B BUILDING (STRUCTURAL)
Rev No 38 Status P Date 2007-04-18 Cont ID  
Sent By rbrown Date 2007-04-18 Time 10:56 Rev Time 0.00
Received By rbrown Date 2007-04-18 Time 10:56 Sent To  
Notes
2007-04-18 14:53:51SUBMITTAL FOR METALS TRUSS SHOP DRAWINGS THAT WERE
 STAMPED BY ENGINEER OF RECORD, ANDREW MORGAN SEVICES ON
 2/26/07.
Review Stop B BUILDING (STRUCTURAL)
Rev No 37 Status F Date 2007-04-03 Cont ID  
Sent By rbrown Date 2007-04-03 Time 11:54 Rev Time 0.00
Received By rbrown Date 2007-04-03 Time 11:54 Sent To  
Notes
2007-04-03 12:25:24BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6652
 E-MAIL: [email protected]
  
  
  
 REVISION SUBMITTED 4/3/07 FOR ROLL-UP
 SHUTTERS AND FOR METAL TRUSS DETAILS.
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 REVISION DENIED
  
 1) THE COMMENTS MADE ON 6/25/06 HAVE NOT BEEN
 ADDRESSED.NO RATIONAL ANALYSIS WAS SUBMITTED, AS
 REQUESTED, FOR ATTACHMENT OF SIMPSON MTSM16 AND/OR
 MTSM20 TWIST STRAPS TO 18 GAUGE METAL TRUSSES WHEN THE
 SIMPSON CATALOGUE ONLY GIVES CAPACITIES FOR THEIR USE
 WITH WOOD TRUSSES.ALSO THE UPLIFT ON THE GIRDER TRUSS
 FOR THE 14'-0" SQAURE ROOF IS STATED AS 2800 LBF.NO
 RATIONAL ANALYSIS WAS SUBMITTED TO SHOW HOW THE SIMPSON
 HTSM20 TWIST STRAPS, WHICH ARE DESIGNED AND SOLD FOR
 WOOD TRUSSES, WILL RESIST THAT UPLIFT FORCE ON METAL
 TRUSSES.THE ORIGINAL COMMENTS ARE REPEATED BELOW:
  
 FBC 1606.1METAL TRUSSES.ALL THREE
 OF THE TRUSS DETAIL SHEETS SPECIFY THE
 USE OF SIMPSON MTSM16 AND/OR MTSM20
 TWIST STRAPS TO ANCHOR THE METAL
 TRUSSES.PER THE SIMPSON LITERATURE,
 THESE ANCHORS ARE DESIGNED TO ANCHOR
 WOOD TRUSSES TO CMU OR CONCRETE.THE
 CAPACITIES GIVEN IN THE LITERATURE ARE
 FOR WOOD TRUSSES.HOW WILL THESE STRAPS
 BE FASTENED TO THE DOUBLE METAL STUDS
 WHICH ARE BACK-TO-BACK?THE SIMPSON
 CATALOG SPECIFIES 8-10D (FOR MTSM16) OR
 10-10D (FOR MTSM20) INTO WOOD TRUSSES.
 WHAT IS THE PROPOSED MEANS OF FASTENING
 THE TWIST STRAPS TO THE 18 GAUGE METAL
 TRUSSES?RATIONAL ANALYSIS WILL BE
 REQUIRED TO JUSTIFY THE UPLIFT
 RESISTANCE OF THE TWIST STRAP-TO-TRUSS CONNECTION.
  
 2) THE ENGINEER OF RECORD FOR THIS BUILDING IS ANDREW
 MORGAN, P.E.THE TRUSS DESIGN SUBMITTED IS BY RIZA
 ALTAN, P.E. AND MUST RECEIVE A SHOP DRAWING REVIEW AND
 STAMP BY THE DESIGNER OF RECORD BEFORE SUBMITTAL TO
 CONSTRUCTION SERVICES DEPARTMENT FOR PLAN REVIEW.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO TELEPHONE:
 (561) 805 6652ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 36 Status P Date 2007-04-03 Cont ID  
Sent By rbrown Date 2007-04-03 Time 11:40 Rev Time 0.00
Received By rbrown Date 2007-04-03 Time 11:40 Sent To  
Notes
2007-04-03 11:42:49SUBMITTAL ON 3/19/07 FOR HYDRO-STOP PREMIUM COAT SYSTEM
 PRODUCT APPROVAL.
Review Stop B BUILDING (STRUCTURAL)
Rev No 35 Status F Date 2007-04-03 Cont ID  
Sent By rbrown Date 2007-04-03 Time 09:57 Rev Time 0.00
Received By rbrown Date 2007-04-03 Time 09:57 Sent To  
Notes
2007-04-03 10:08:32BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6652
 E-MAIL: [email protected]
  
  
 ARCHITECTURAL REVISION FOR SHEET A1.1.
  
 MUST ADDRESS THE PLANNING DEPARTMENT PROVISO:THE
 PERMIT WAS ISSUED ON 8/18/04.AT THAT TIME SHEET A1.1
 WAS RED-LINED BY THE PLANNING DEPARTMENT WITH A PROVISO
 THAT THE NEW SIDEWALK SHALL MATCH THE EXISTING ADJACENT
 SIDEWALK MATERIAL.NO REVISION OF THIS SHEET CAN BE
 APPROVED UNLESS IT INCORPORATES A NOTE STATING THAT THE
 NEW SIDEWALK WILL MATCH THE EXISTING ADJACENT SIDEWALK
 MATERIAL.
  
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO TELEPHONE:
 (561) 805 6652ROBERT BROWN
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 34 Status P Date 2007-04-03 Cont ID  
Sent By rbrown Date 2007-04-03 Time 09:53 Rev Time 0.00
Received By rbrown Date 2007-04-03 Time 09:53 Sent To  
Notes
2007-04-03 09:57:35ARCHITECTURAL REVISION SUBMITTED ON 1/31/07 FOR SHEETS
 A1.5, A2.2, A3.1, A3.2.1, A3.2.2, A4.4.ALL SUBMITTED
 SHEETS EXCEPT A3.2.2 SHOW NO CHANGES AND ARE STILL THE
 SAME REV. # THAT WASREVIEWED PREVIOUSLY.PLANS
 STAMPED AND PROCESSED BECAUSE THEY ARE SIGNED AND
 SEALED LATER THAN THE SHEETS CURRENTLY ON FILE.
Review Stop B BUILDING (STRUCTURAL)
Rev No 33 Status P Date 2007-04-03 Cont ID  
Sent By rbrown Date 2007-04-03 Time 09:50 Rev Time 0.00
Received By rbrown Date 2007-04-03 Time 09:49 Sent To  
Notes
2007-04-03 09:53:40ARCHITECTURAL REVISION SUBMITTED ON 1/31/07 FOR SHEET
 LS1.1.SUBMITTED SHEET SHOWS NO CHANGES AND IS STILL
 REV. 4 WHICH HAS BEEN REVIEWED PREVIOUSLY.PLAN
 STAMPED AND PROCESSED BECAUSE IT IS SIGNED AND SEALED
 LATER THAN THE SHEET CURRENTLY ON FILE.
Review Stop B BUILDING (STRUCTURAL)
Rev No 32 Status P Date 2006-08-27 Cont ID  
Sent By rbrown Date 2006-08-27 Time 16:27 Rev Time 0.00
Received By rbrown Date 2006-08-27 Time 16:27 Sent To  
Notes
2006-08-27 00:00:00REVISION SUBMITTED ON 7/21/06 FOR SHEETS
 A1.2 AND A1.3
  
 OK, BUT MUST SUBMIT A REVISION FOR SHEET
 A4.3 AND A DETAIL SHOWING ACCESSIBILITY
 FOR THE SHOWER, IN COMPLIANCE WITH FBC
 11-4.21, PER PLUMBING PLAN REVIEW
 COMMENTS
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6652ROBERT BROWN
 E-MAIL: [email protected]
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 31 Status F Date 2006-06-25 Cont ID  
Sent By rbrown Date 2006-06-25 Time 22:31 Rev Time 0.00
Received By rbrown Date 2006-06-25 Time 22:31 Sent To  
Notes
2006-06-25 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6652
 E-MAIL: [email protected]
  
 REVISION SUBMITTED 4/18/06 FOR ROLL-UP
 SHUTTERS AND FOR METAL TRUSS DETAILS.
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 REVISION DENIED
  
 1) FBC 1606.1ROLL-UP SHUTTERS.THE
 SUBMITTED TOWN AND COUNTRY INDUSTRIES
 ROLL-UP SHUTTER PRODUCT APPROVAL
 FL2251-R1 HAS MULTIPLE OPTIONS FOR SLAT
 SPAN, ANCHOR TYPE, STORM BAR, MULLION
 AND HEADER.THE PRODUCT APPROVAL CANNOT
 BE REVIEWED UNTIL IT HAS BEEN MARKED TO
 SHOW WHICH OPTIONS ARE BEING PROPOSED.
 MARK THE PRODUCT APPROVAL WITH THE
 PROPOSED OPTIONS PRIOR TO RESUBMITTAL.
  
 2) FBC 1606.1METAL TRUSSES.ALL THREE
 OF THE TRUSS DETAIL SHEETS SPECIFY THE
 USE OF SIMPSON MTSM16 AND/OR MTSM20
 TWIST STRAPS TO ANCHOR THE METAL
 TRUSSES.PER THE SIMPSON LITERATURE,
 THESE ANCHORS ARE DESIGNED TO ANCHOR
 WOOD TRUSSES TO CMU OR CONCRETE.THE
 CAPACITIES GIVEN IN THE LITERATURE ARE
 FOR WOOD TRUSSES.HOW WILL THESE STRAPS
 BE FASTENED TO THE DOUBLE METAL STUDS
 WHICH ARE BACK-TO-BACK?THE SIMPSON
 CATALOG SPECIFIES 8-10D (FOR MTSM16) OR
 10-10D (FOR MTSM20) INTO WOOD TRUSSES.
 WHAT IS THE PROPOSED MEANS OF FASTENING
 THE TWIST STRAPS TO THE 18 GAUGE METAL
 TRUSSES?RATIONAL ANALYSIS WILL BE
 REQUIRED TO JUSTIFY THE UPLIFT
 RESISTANCE OF THE TWIST STRAP-TO-TRUSS
 CONNECTION.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6652ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 30 Status F Date 2006-06-25 Cont ID  
Sent By rbrown Date 2006-06-25 Time 12:00 Rev Time 0.00
Received By rbrown Date 2006-06-25 Time 12:00 Sent To  
Notes
2006-06-25 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6652
 E-MAIL: [email protected]
  
 STRUCTURAL REVISION SUBMITTED ON 6/22/06
 FOR SKYLIGHT.SKYLIGHT CURB DETAIL WAS
 ORIGINALLY SUBMITTED ON 5/25/06 AND
 SKYLIGHT PRODUCT APPROVAL WAS SUBMITTED
 ON 6/6/06.BOTH FAILED PREVIOUS REVIEWS
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 REVISION DENIED:
  
 1) THE COMMENT FROM THE PREVIOUS REVIEW
 HAS NOT BEEN PROPERLY ADDRESSED.THE
 REVISION TO ARCHITECTURAL SHEET A1.4
 (ROOF PLAN) IS NOTED, BUT IT NOW SHOWS
 SKYLIGHT DIMENSIONS OF 69"X 69".THE
 DRAWING SHEET IN THE SUBMITTED BIRDVIEW
 SKYLIGHTS PRODUCT APPROVAL NOA#
 02-0924.07 (FL# 5291) STATES A MAXIMUM
 ALLOWABLE SKYLIGHT WIDTH OF 50".THAT
 WIDTH IS NOT SUFFICIENT FOR THE PROPOSED
 69" (5'-9") WIDTH SHOWN ON THE
 ARCHITECTURAL ROOF PLAN FOR THE
 BUILDING.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6652ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 29 Status F Date 2006-06-08 Cont ID  
Sent By rbrown Date 2006-06-08 Time 20:33 Rev Time 0.00
Received By rbrown Date 2006-06-08 Time 20:33 Sent To  
Notes
2006-06-08 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6652
 E-MAIL: [email protected]
  
 STRUCTURAL REVISION SUBMITTED 5/25/06
 FOR SKYLIGHT CURB DETAIL AND ALTERNATIVE
 SKYLIGHT PRODUCT APPROVAL SUBMITTED ON
 6/6/06
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 REVISION DENIED:
  
 1) THE DRAWING SHEET IN THE SUBMITTED
 BIRDVIEW SKYLIGHTS PRODUCT APPROVAL NOA#
 02-0924.07 (FL# 5291) STATES A MAXIMUM
 ALLOWABLE SKYLIGHT WIDTH OF 50".THAT
 WIDTH IS NOT SUFFICIENT FOR THE PROPOSED
 6' WIDTH SHOWN ON THE ARCHITECTURAL ROOF
 PLAN FOR THE BUILDING.
  
 2) THE SKYLIGHT DETAILS ON THE PERMIT
 APPROVED SET OF ARCHITECTURAL PLANS
 SHALL REFLECT THE SHAPE AND CONSTRUCTION
 OF THE SELECTED SKYLIGHT.IF A SUITABLE
 DOME TYPE SKYLIGHT IS PROPOSED (SEE
 COMMENT 1, ABOVE) THE PLANS, INCLUDING
 CROSS-SECTION AND CURB DETAIL, SHOULD
 REVISED TO REFLECT THE CHANGE.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6652ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 28 Status P Date 2006-06-08 Cont ID  
Sent By rbrown Date 2006-06-08 Time 08:23 Rev Time 0.00
Received By rbrown Date 2006-06-08 Time 08:23 Sent To  
Notes
2006-06-08 00:00:00REVISION SUBMITTED ON 6/6/06 FOR
 MODIFIED BITUMEN ROOF SYSTEM PRODUCT
 APPROVAL AND PLANS FOR APPLICATION OF
 ROOFING SYSTEM TO THE METAL DECK
 OMITTING THE CONCRETE SLAB.
Review Stop B BUILDING (STRUCTURAL)
Rev No 27 Status F Date 2006-06-01 Cont ID  
Sent By rbrown Date 2006-06-01 Time 20:24 Rev Time 0.00
Received By rbrown Date 2006-06-01 Time 20:24 Sent To  
Notes
2006-06-01 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6652
 E-MAIL: [email protected]
  
 REVISION SUBMITTED ON 4/14/06, AND
 RESUBMITTED ON 5/25/06, FOR MODIFIED
 BITUMEN ROOF SYSTEM PRODUCT APPROVAL AND
 PLANS FOR APPLICATION OF ROOFING SYSTEM
 TO THE METAL DECK OMITTING THE CONCRETE
 SLAB.
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 FOR CONSISTENCY, THE FOLLOWING COMMENTS
 ARE NUMBERED AS PER THE BUILDING PLAN
 REVIEW OF 5/12/06:
  
 1) THE REVISED SHEETS A1.4.1, A3.2 AND
 A3.2.1 ARE READY FOR PROCESSING BUT THE
 THREE COPIES OF REVISED SHEET A3.1 WERE
 NOT RESUBMITTED ON 5/25/06.IT WAS
 ALREADY REVISED AND READY FOR PROCESSING
 BUT WAS NOT RESUBMITTED.SUBMIT THREE
 SIGNED AND SEALED COPIES OF THE ALREADY
 REVISED SHEET A3.1
  
 3) RATIONAL ANALYSIS REQUIRED PER
 MODIFIED BITUMEN ROOF PRODUCT APPROVAL.
 THIS COMMENT WAS NOT ADDRESSED.THREE
 COPIES OF THE TEXT FROM RAS 117 WERE
 SUBMITTED.THAT IS THE DOCUMENT THAT
 DESCRIBES HOW TO DO THE CALCULATIONS, SO
 SUBMITTING COPIES OF THE DOCUMENT TEXT
 DOES NOT ADDRESS THE NEED FOR
 CALCULATIONS (RATIONAL ANALYSIS)
 SPECIFIC TO THE USE OF THIS PRODUCT ON
 THIS BUILDING.THE ORIGINAL COMMENT
 TEXT IS REPEATED VERBATIM BELOW, PLEASE
 ADDRESS THE COMMENT:
  
 THE SUBMITTED GAF MODIFIED BITUMEN
 ROOFING PRODUCT APPROVAL NOA# 03-0430.12
 WAS MISSING SHEETS 1 TO 3 AND THE STATE
 PRODUCT APPROVAL COVER SHEET FL# 617-R1.
 THESE HAVE BEEN PRINTED FOR YOU TO
 EXPEDITE THE PROCESS.ON SHEET 13 OF
 THE NOA, THE STATED MAXIMUM DESIGN
 PRESSURE IS -60 PSF, WHICH IS ADEQUATE
 TO RESIST THE -43 PSF CALCULATED
 PRESSURE, STATED ON STRUCTURAL PLAN
 SHEET S1.0, FOR ZONE 1 (FIELD) OF THE
 ROOF.AS STATED ON SHEET 13 OF THE NOA,
 THAT IS ACHIEVED USING A FASTENER
 DENSITY OF 1 FASTENER PER 1.5 SQUARE
 FEET FOR ATTACHMENT OF THE INSULATION TO
 THE METAL DECK.HOWEVER, FOR ZONES 2
 AND 3, STRUCTURAL PLAN SHEET S1.0 STATES
 THAT THE CALCULATED PRESSURES ON THE
 BUILDING ARE -73 PSF AND -107 PSF
 RESPECTIVELY.ALTHOUGH THESE PRESSURES
 EXCEED THE ALLOWABLE -60 PSF MAXIMUM
 DESIGN PRESSURE STATED ON SHEET 13 OF
 THE NOA, THAT SHEET REFERS TO GENERAL
 LIMITATION #7.ON SHEET 31 OF THE NOA,
 GENERAL LIMITATION #7 ALLOWS RATIONAL
 ANALYSIS TO DETERMINE THE INCREASED
 FASTENER DENSITY REQUIRED TO RESIST THE
 -73 PSF AND -107 PSF WIND PRESSURES IN
 ZONES 2 AND 3.NO RATIONAL ANALYSIS WAS
 SUBMITTED.SUBMIT CALCULATIONS STATING
 THE FASTENER INSULATION LAYER FASTENER
 DENSITY.
  
 3) ON 5/4/06 A HOLD (REFERENCE #19620)
 WAS PLACED ON THIS PARCEL BY MR EFRAIM
 GARCED FOR AN UNPAID ALARM FEE OF
 $275.00.NO FURTHER PROCESSING OF PLANS
 WILL BE CARRIED OUT UNTIL THAT FEE IS
 PAID AND THE HOLD REMOVED.PLEASE
 CONTACT MR EFRAIM GARCED (TEL:
 561-822-1320) FOR MORE DETAILS AND
 INFORMATION ON HOW TO PAY AND HAVE THE
 HOLD REMOVED.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6652ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 26 Status F Date 2006-06-01 Cont ID  
Sent By rbrown Date 2006-06-01 Time 19:56 Rev Time 0.00
Received By rbrown Date 2006-06-01 Time 19:56 Sent To  
Notes
2006-06-01 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6652
 E-MAIL: [email protected]
  
 STRUCTURAL REVISION SUBMITTED 5/25/06
 FOR SKYLIGHT CURB DETAIL.
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 REVISION DENIED:
 1) THE PROPOSED CURB DETAIL BEARS NO
 RESEMBLANCE TO THE ATTACHMENT DETAIL
 SHOWN IN THE SKYLIGHT PRODUCT APPROVAL.
 THE SKYLIGHT SHALL BE INSTALLED IN
 ACCORDANCE WITH THE DETAIL SHOWN ON
 SHEET E4 OF THE SUBMITTED NATURALITE
 SKYLIGHTS PRODUCT APPROVAL NOA#
 01-0118.08 (FL# 1500)
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6652ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 25 Status F Date 2006-05-12 Cont ID  
Sent By rbrown Date 2006-05-12 Time 20:49 Rev Time 0.00
Received By rbrown Date 2006-05-12 Time 19:56 Sent To  
Notes
2006-05-12 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6652
 E-MAIL: [email protected]
  
 REVISION SUBMITTED ON 4/14/06 FOR
 SKYLIGHT PRODUCT APPROVAL AND
 PLANS/PRODUCT APPROVAL FORAPPLICATION
 OFROOFING SYSTEM TO THE METAL DECK
 OMITTING THE CONCRETE SLAB.
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
  
 1) SHEETS A3.1 AND A3.2 WERE REVISED BUT
 SHEET A1.1.4.1, DETAILS 05 AND 08, AND
 SHEET A3.2.1, DETAILS 01, 02 1ND 06 ALSO
 MAKE SPECIFIC REFERENCE TO 'CONCRETE
 SLAB ON METAL DECK'.THESE SHEETS MUST
 ALSO BE AMENDED FOR CONSISTENCY.
  
 2) THE REVISED SHEETS REFER TO 'BUILT UP
 ROOF' WHILE THE SUBMITTED PRODUCT
 APPROVAL IS FOR 'MODIFIED BITUMEN ROOF
 SYSTEM'.AMEND THE PLANS TO CORRECTLY
 STATE THE TYPE OF ROOF SYSTEM TO BE USED
 (I.E. MODIFIED BITUMEN ROOF).
  
 3) RATIONAL ANALYSIS REQUIRED PER
 MODIFIED BITUMEN ROOF PRODUCT APPROVAL.
 THE SUBMITTED GAF MODIFIED BITUMEN
 ROOFING PRODUCT APPROVAL NOA# 03-0430.12
 WAS MISSING SHEETS 1 TO 3 AND THE STATE
 PRODUCT APPROVAL COVER SHEET FL# 617-R1.
 THESE HAVE BEEN PRINTED FOR YOU TO
 EXPEDITE THE PROCESS.ON SHEET 13 OF
 THE NOA, THE STATED MAXIMUM DESIGN
 PRESSURE IS -60 PSF, WHICH IS ADEQUATE
 TO RESIST THE -43 PSF CALCULATED
 PRESSURE, STATED ON STRUCTURAL PLAN
 SHEET S1.0, FOR ZONE 1 (FIELD) OF THE
 ROOF.AS STATED ON SHEET 13 OF THE NOA,
 THAT IS ACHIEVED USING A FASTENER
 DENSITY OF 1 FASTENER PER 1.5 SQUARE
 FEET FOR ATTACHMENT OF THE INSULATION TO
 THE METAL DECK.HOWEVER, FOR ZONES 2
 AND 3, STRUCTURAL PLAN SHEET S1.0 STATES
 THAT THE CALCULATED PRESSURES ON THE
 BUILDING ARE -73 PSF AND -107 PSF
 RESPECTIVELY.ALTHOUGH THESE PRESSURES
 EXCEED THE ALLOWABLE -60 PSF MAXIMUM
 DESIGN PRESSURE STATED ON SHEET 13 OF
 THE NOA, THAT SHEET REFERS TO GENERAL
 LIMITATION #7.ON SHEET 31 OF THE NOA,
 GENERAL LIMITATION #7 ALLOWS RATIONAL
 ANALYSIS TO DETERMINE THE INCREASED
 FASTENER DENSITY REQUIRED TO RESIST THE
 -73 PSF AND -107 PSF WIND PRESSURES IN
 ZONES 2 AND 3.NO RATIONAL ANALYSIS WAS
 SUBMITTED.SUBMIT CALCULATIONS STATING
 THE FASTENER INSULATION LAYER FASTENER
 DENSITY.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6652ROBERT BROWN
 E-MAIL: [email protected]
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 24 Status F Date 2006-05-12 Cont ID  
Sent By rbrown Date 2006-05-12 Time 20:18 Rev Time 0.00
Received By rbrown Date 2006-05-12 Time 20:18 Sent To  
Notes
2006-05-12 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6652
 E-MAIL: [email protected]
  
 STRUCTURAL REVISION SUBMITTED 4/21/06
 FOR SKYLIGHT CURB DETAIL.
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 1) FBC 707.1IN CONCEALED SPACES OF
 TYPE IV BUILDINGS ALL WOOD MUST BE FIRE
 RETARDANT TREATED.AMEND THE PLANS.
  
 2) ONLY TWO COPIES WERE SUBMITTED.THIS
 IS A THRESHOLD INSPECTOR PROJECT SO
 THREE COPIES OF ALL DOCUMENTS ARE
 REQUIRED.
  
 3) THIS IS A REVISION AND A REVISION FEE
 IS DUE.THE PLANS WERE BROUGHT IN AS A
 NO FEE SUBMITTAL.THE APPROPRIATE $60
 REVISION FEE HAS NOW BEEN ADDED TO THE
 FEE SCREEN AND MUST BE PAID BEFORE THE
 REVISION IS BROUGHT BACK FOR REVIEW.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6652ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 23 Status P Date 2006-02-06 Cont ID  
Sent By rbrown Date 2006-02-06 Time 09:18 Rev Time 0.00
Received By rbrown Date 2006-02-06 Time 09:18 Sent To  
Notes
2006-02-06 00:00:00STRUCTURAL SUBMITTAL ON 11/23/05 FOR
 STEEL SHOP DRAWINGS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 22 Status P Date 2005-08-11 Cont ID  
Sent By rbrown Date 2005-08-11 Time 17:44 Rev Time 0.00
Received By rbrown Date 2005-08-11 Time 17:44 Sent To  
Notes
2005-08-11 00:00:00STRUCTURAL REVISION SUBMITTED ON 7/29/05
 FOR SHEET S2.1
Review Stop B BUILDING (STRUCTURAL)
Rev No 21 Status P Date 2005-08-11 Cont ID  
Sent By rbrown Date 2005-08-11 Time 17:32 Rev Time 0.00
Received By rbrown Date 2005-08-11 Time 17:32 Sent To  
Notes
2005-08-11 00:00:00STRUCTURAL SUBMITTAL ON 7/18/05 FOR
 STEEL SHOP DRAWINGS FOR 2ND FLOOR TO
 ROOF.
Review Stop B BUILDING (STRUCTURAL)
Rev No 20 Status F Date 2005-08-11 Cont ID  
Sent By rbrown Date 2005-08-11 Time 12:53 Rev Time 0.00
Received By rbrown Date 2005-08-11 Time 12:44 Sent To  
Notes
2005-08-11 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 STRUCTURAL SUBMITTAL ON 7/18/05 FOR
 STAIR FABRICATION SHOP DRAWINGS.
  
 1) 61G15-31.001 FL. ADMININSTRATIVE CODE
 STRUCTURAL SHOP DRAWINGS SHALL BE
 REVIEWED AND STAMPED BY THE ENGINEER OF
 RECORD BEFORE SUBMITTAL.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 19 Status P Date 2005-07-25 Cont ID  
Sent By rbrown Date 2005-07-25 Time 16:07 Rev Time 0.00
Received By rbrown Date 2005-07-25 Time 16:07 Sent To  
Notes
2005-07-25 00:00:00STRUCTURAL SUBMITTAL FOR RINKER 1ST,
 2ND, 3RD, 4TH AND ROOF VERTICAL LIFT
 DETAILS. SHEETS R201, R301, R302, R303
 AND R304.
Review Stop B BUILDING (STRUCTURAL)
Rev No 18 Status F Date 2005-07-25 Cont ID  
Sent By rbrown Date 2005-07-25 Time 15:25 Rev Time 0.00
Received By rbrown Date 2005-07-25 Time 15:24 Sent To  
Notes
2005-07-25 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 STRUCTURAL SUBMITTAL FOR ROOF-TOP METAL
 FRAMING DETAILS.
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 1) COMPLY WITH THE ENGINEER OF RECORD'S
 COMMENTS.ANDREW MORGAN SERVICES HAVE
 REVIEWED THE DETAILS AND MARKED THEM
 'REVISE AND RE-SUBMIT'.PLEASE FOLLOW
 THOSE INSTRUCTIONS BEFORE RESUBMITTING
 FOR REVIEW.THIS OFFICE CANNOT ACCEPT
 PLANS THAT ARE NOT REVIEWED BY THE
 ENGINEER OF RECORD AND GIVEN A STATUS OF
 'NO EXCEPTION TAKEN' OR 'REVISE AND
 RESUBMIT'.
  
 2) FBC* 105.13.1SPECIAL INSPECTOR.
 ONLY TWO COPIES OF THESE PLANS WERE
 SUBMITTED.THIS IS A THRESHOLD BUILDING
 SO THREE COPIES OF THE PLANS AND OTHER
 DOCUMENTS WILL BE REQUIRED FOR
 PERMITTING PURPOSES
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 17 Status P Date 2005-06-30 Cont ID  
Sent By rbrown Date 2005-06-30 Time 20:58 Rev Time 0.00
Received By rbrown Date 2005-06-30 Time 20:58 Sent To  
Notes
2005-06-30 00:00:00STRUCTURAL SUBMITTAL ON 5/27/05 FOR
 'STEEL FABRICATORS' SHOP DRAWINGS AND
 'FILE & FIELD' SHOP DRAWINGS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 16 Status P Date 2005-06-30 Cont ID  
Sent By rbrown Date 2005-06-30 Time 20:56 Rev Time 0.00
Received By rbrown Date 2005-06-30 Time 20:56 Sent To  
Notes
2005-06-30 00:00:00STRUCTURAL SUBMITTAL ON 5/27/05 FOR
 ANDREW MORGAN, P.E. LETTER ON HOLE
 THROUGH GRADE BEAM
Review Stop B BUILDING (STRUCTURAL)
Rev No 15 Status P Date 2005-04-12 Cont ID  
Sent By rbrown Date 2005-04-12 Time 10:59 Rev Time 0.00
Received By rbrown Date 2005-04-12 Time 10:59 Sent To  
Notes
2005-04-12 00:00:00STRUCTURAL SUBMITTAL ON 4/8/05 FOR
 GRADE BEAM CALCULATION AND SURVEY
 DRAWING SUBMITTED ON 2/23/05
Review Stop B BUILDING (STRUCTURAL)
Rev No 14 Status P Date 2005-04-05 Cont ID  
Sent By rbrown Date 2005-04-05 Time 09:07 Rev Time 0.00
Received By rbrown Date 2005-04-05 Time 09:06 Sent To  
Notes
2005-04-05 00:00:00STRUCTURAL SUBMITTAL ON 4/5/05 FOR
 THRESHOLD INSPECTION PLAN.
Review Stop B BUILDING (STRUCTURAL)
Rev No 13 Status F Date 2005-04-05 Cont ID  
Sent By rbrown Date 2005-04-05 Time 08:50 Rev Time 0.00
Received By rbrown Date 2005-04-05 Time 08:50 Sent To  
Notes
2005-04-05 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 STRUCTURAL SUBMITTAL ON 2/22/05 FOR
 GRADE BEAM CALCULATION AND SURVEY
 DRAWING SUBMITTED ON 2/23/05
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 1) FBC* 104.2.1.2THE TUNNEL LOCATION
 PLAN HAS NOW BEEN SUBMITTED, AS
 REQUESTED UNDER THE LAST REVIEW, BUT THE
 GRADE BEAM CALCULATIONS WERE NOT
 RE-SUBMITTED.A REVIEW CANNOT BE
 CARRIED OUT UNTIL THE TUNNEL LOCATION
 PLAN AND THE GRADE BEAM CALCULATIONS ARE
 SUBMITTED TOGETHER.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 12 Status F Date 2005-02-22 Cont ID  
Sent By rbrown Date 2005-02-22 Time 09:35 Rev Time 0.00
Received By rbrown Date 2005-02-22 Time 09:35 Sent To  
Notes
2005-02-22 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 STRUCTURAL SUBMITTAL ON 2/22/05 FOR
 GRADE BEAM CALCULATION
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 1) FBC* 104.2.1.2THE CALCULATIONS DO
 NOT INCLUDE A TUNNEL LOCATION PLAN.
 SUBMIT A PLAN SHOWING THE SIZE, LOCATION
 AND ORIENTATION OF THE TUNNEL AND ITS
 POSITION RELATIVE TO PILE CAPS P8, P6A
 AND P6 (AT GRID C1).
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 11 Status F Date 2005-02-22 Cont ID  
Sent By rbrown Date 2005-02-22 Time 08:44 Rev Time 0.00
Received By rbrown Date 2005-02-22 Time 08:44 Sent To  
Notes
2005-02-22 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 STRUCTURAL SUBMITTAL ON 2/2/05 FOR
 THRESHOLD INSPECTION PLAN (RE-SUBMITTED
 ON 2/22/05).
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 FOR CONSISTENCY, THE FOLLOWING COMMENTS
 ARE NUMBERED AS PER THE BUILDING PLAN
 REVIEW OF 2/10/05:
  
 1) FBC* 105.13.1THIS COMMENT HAS STILL
 NOT BEEN ADDRESSED.UNDER THE TITLE
 'SECTION 2: THRESHOLD INSPECTOR PLAN-
 FOUNDATION', THE TYPE OF FOUNDATION
 DESCRIBED DOES NOT REPRESENT THE PILED
 FOUNDATIONS SHOWN ON THE PLANS.AMEND
 THE THRESHOLD INSPECTION PLAN.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 10 Status F Date 2005-02-10 Cont ID  
Sent By rbrown Date 2005-02-10 Time 08:51 Rev Time 0.00
Received By rbrown Date 2005-02-10 Time 08:50 Sent To  
Notes
2005-02-10 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 STRUCTURAL SUBMITTAL ON 2/2/05 FOR
 THRESHOLD INSPECTION PLAN.
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 1) FBC* 105.13.1UNDER THE TITLE
 'SECTION 2: THRESHOLD INSPECTOR PLAN-
 FOUNDATION', THE TYPE OF FOUNDATION IS
 DESCRIBED DOES NOT REPRESENT THE PILED
 FOUNDATIONS DESCRIBED ON THE PLANS.
 AMEND THE THRESHOLD INSPECTION PLAN.
  
 2) 61G15-23.002(2)FL. ADMIN. CODE.
 IT IS NOTED THAT THE LAST SHEET OF THE
 THRESHOLD INSPECTOR PLAN IS SIGNED AND
 SEALED BY ANDREW MORGAN, P.E. AS THE
 ENGINEER OF RECORD.DOCUMENTS SIGNED &
 SEALED BY A PROFESSIONAL ENGINEER,
 WHICH
 ARE FOR PUBLIC RECORD, SHALL INCLUDE
 THE
 PRINTED LICENSE NUMBER AND ADDRESS OF
 THE ENGINEER (471.025 F.S. AND 471.023
 F.S.).
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status P Date 2004-12-22 Cont ID  
Sent By rbrown Date 2004-12-22 Time 14:54 Rev Time 0.00
Received By rbrown Date 2004-12-22 Time 14:54 Sent To  
Notes
2004-12-22 00:00:00STRUCTURAL SUBMITTAL ON 12/20/04 FOR
 AUGER CAST PILE INSTALLATION MONITORING
 REPORT.
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2004-12-21 Cont ID  
Sent By rbrown Date 2004-12-21 Time 16:46 Rev Time 0.00
Received By rbrown Date 2004-12-21 Time 16:46 Sent To  
Notes
2004-12-21 00:00:00REVISION SUBMITTED 11/8/04 AND
 RE-SUBMITTED 12/15/04 TO ADDRESS
 COMMENTS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status F Date 2004-11-19 Cont ID  
Sent By rbrown Date 2004-11-19 Time 17:03 Rev Time 0.00
Received By rbrown Date 2004-11-19 Time 17:03 Sent To  
Notes
2004-11-19 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 REVISION SUBMITTED 11/8/04
  
 1) ALL OF THE STRUCTURAL SHEETS (ALSO
 PLUMBING, ELECTRICAL, MECHANICAL AND
 FIRE PROTECTION PLANS) HAVE AN INCORRECT
 PROJECT ADDRESS.THE CORRECT ADDRESS IS
 307 EVERNIA ST (NOT 310).THE
 CORRECTION CAN BE MADE BY HAND ON EACH
 SHEET.
  
 2) FBC* 105.13.1SPECIAL INSPECTOR
 PLANS.ONLY TWO SETS OF REVISED PLANS
 WERE SUBMITTED.SUBMIT A THIRD SET OF
 PLANS FOR THE THRESHOLD INSPECTOR.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2004-09-17 Cont ID  
Sent By rbrown Date 2004-09-17 Time 14:25 Rev Time 0.00
Received By rbrown Date 2004-09-17 Time 14:25 Sent To  
Notes
2004-09-17 00:00:00BUILDING PLAN REVIEW
 ******PROVISO*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 STRUCTURAL REVISION SUBMITTED 9/1/04 FOR
 CHANGE FROM SPREAD FOOTINGS TO AUGERED
 PILES.
  
 --PROVISO--
 PILE TEST SHALL BE IN ACCORDANCE WITH
 ASTM D 1143
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2004-08-17 Cont ID  
Sent By csiegber Date 2004-09-14 Time 11:41 Rev Time 0.00
Received By rbrown Date 2004-08-17 Time 16:40 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2004-08-06 Cont ID  
Sent By rbrown Date 2004-08-06 Time 15:53 Rev Time 0.00
Received By rbrown Date 2004-08-06 Time 15:52 Sent To Z
Notes
2004-08-06 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
  
 FOR CONSISTENCY, THE FOLLOWING COMMENTS
 ARE NUMBERED AS PER THE BUILDING PLAN
 REVIEW OF 7/20/04:
  
 7) THIS COMMENT HAS NOT BEEN PROPERLY
 ADDRESSED.
 FBC 13-103.1.2BEFORE A BUILDING
 PERMIT CAN BE ISSUED, SHEET 2 OF THE
 SUBMITTED ENERGY CODE COMPLIANCE FORMS
 SHALL BE SIGNED BY THE BUILDING OWNER,
 OWNER'S ARCHITECT OR OTHER AUTHORIZED
 AGENT LEGALLY DESIGNATED BY THE OWNER.
 ALSO, SHEET 1 SHALL STATE THE OWNER'S
 NAME.
  
 29) PRODUCT APPROVAL:
 (A) CASEMENT WINDOW PRODUCT APPROVAL
 NOA# 03-1006.08 STATES "SMALL MISSILE
 IMPACT" RATING.AS THEY ARE NOT RATED
 FOR LARGE MISSILE IMPACT, ALL CASEMENT
 WINDOWS LESS THAN 30 FEET ABOVE GRADE
 WILL REQUIRE HURRICANE SHUTTERS.
 ALTERNATIVELY SUBMIT A PRODUCT APPROVAL
 FOR WINDOWS WITH LARGE MISSILE IMPACT
 RATING. ALSO, THE SUBMITTED NOA IS NOT
 APPROPRIATE FOR THE 2ND AND 3RD FLOOR
 45 MINUTE FIRE-RATED WINDOWS UNLESS A
 FIRE RESISTANCE TEST REPORT IS SUBMITTED
 FIRE-RATED WINDOWS SHALL NOT BE OPENABLE
 EXCEPT FOR MAINTENANCE ONLY (SEE ALSO
 COMMENT (B) BELOW).
 (B) ROLL-UP SHUTTER PRODUCT APPROVAL
 NOA# 03-0106.16 STATES THAT THE "ROLL-UP
 MECHANISM IS NOT PART OF THIS APPROVAL".
 HOW ARE THESE SHUTTERS TO BE DEPLOYED
 OVER THE 2ND AND 3RD FLOOR WINDOWS?THE
 PROPOSED CASEMENT WINDOWS OPEN OUTWARD
 AND WOULD OBSTRUCT SHUTTER DEPLOYMENT
 WITH THE WINDOW OPEN (SEE COMMENT (A)
 ABOVE).ALSO, THERE IS ONLY 2 FEET
 (APPROX.) FROM THEBUILDING TO THE
 WEST PROPERTY LINE IF THE SHUTTERS ARE
 TO BE DEPLOYED FROM OUTSIDE.IF THE
 SHUTTERS ARE TO BE MOTOR DRIVEN, THE
 PLANS SHALL STATE THIS.
  
 34) FBC* 105.13.1SPECIAL INSPECTOR.
 A SIGNED AND SEALED COPY OF THE SPECIAL
 INSPECTOR AGREEMENT AND AFFADAVIT SHALL
 BE SUBMITTED BEFORE A PERMIT CAN BE
 ISSUED.A PRE-CONSTRUCTION MEETING WITH
 THE OWNER, CONTRACTOR, INSPECTION
 COMPANY AND ON-SITE INSPECTOR SHALL BE
 ARRANGED BY CALLING HAROLD PISKURA ON
 561 805 6711.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2004-07-20 Cont ID  
Sent By csiegber Date 2004-08-03 Time 13:38 Rev Time 0.00
Received By rbrown Date 2004-07-16 Time 18:48 Sent To  
Notes
2004-07-16 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
  
 FOR CONSISTENCY, THE FOLLOWING COMMENTS
 ARE NUMBERED AS PER THE BUILDING PLAN
 REVIEW OF 6/18/04:
  
 1) NOTICE OF COMMENCEMENT.
 COMMENT RESPONSE OF 6/24/04 IS NOTED.
 THE SUBMITTED NOTICE OF COMMENCEMENT IS
 FOR "REPLACEMENT OF FIRE STAIRS" UNDER
 PERMIT# 04020595.THAT SCOPE OF WORK
 AND PERMIT NUMBER ARE NOT RELEVANT.
 THE NOTICE OF COMMENCEMENT SHALL BE
 RECORDED AT PALM BEACH COUNTY COURTHOUSE
 AND A COPY SUBMITTED TO THIS OFFICE
 BEFORE A PERMIT CAN BE ISSUED.BLANK
 FORMS ARE AVAILABLE FROM THIS OFFICE.
  
 2) IMPACT FEES.
 CONTRARY TO THE COMMENT RESPONSE OF
 6/24/04, NO RECEIPT FOR IMPACT FEES WAS
 SUBMITTED AND THE PLANS WERE NOT STAMPED
 AS 'ASSESSED'. THE PLANS SHALL BE TAKEN
 TO PALM BEACH COUNTY BUILDING DEPARTMENT
 FOR IMPACT FEE ASSESSMENT. THEY SHALL BE
 STAMPED AT THAT OFFICE AND A COPY OF THE
 PAID RECEIPT SUBMITTED TO THE CITY OF
 WEST PALM BEACH DEPT OF CONSTRUCTION
 SERVICES BEFORE A PERMIT CAN BE ISSUED.
  
 5) SITE SURVEY.
 COMMENT RESPONSE OF 6/24/04 IS NOTED.
 ONLY TWO COPIES OF THE SITE SURVEY
 DRAWING WERE SUBMITTED.SUBMIT A THIRD
 COPY FOR THE THRESHOLD INSPECTOR AS
 REQUIRED BY COMMENT 34.
  
 7) FBC 13-103.1.2 ENERGY CODE COMPLIANCE
 FORM.COMMENT RESPONSE OF 6/24/04 IS
 NOTED. THE COMMENT HAS NOT BEEN PROPERLY
 ADDRESSED.THE FOLLOWING ARE REPEATED:
 (B) THE PROJECT INFORMATION ON EACH COPY
 OF SHEET 1 SHALL INCLUDE THE CORRECT
 PROJECT ADDRESS (307 EVERNIA ST) AND ZIP
 CODE (33401), THE PERMIT NUMBER
 (04040562) AND THE OWNER'S NAME.
 (C) FBC 13-103.1.1.1THE ARCHITECT'S
 LICENSE NUMBER HAS NOT BEEN ADDED TO
 SHEET 2 OF EACH COPY OF THE ENERGY CODE
 COMPLIANCE FORM
 (D) SUBMIT A THIRD COPY OF THE ENERGY
 CODE COMPLIANCE FORM AS REQUIRED BY
 COMMENT 34.
  
 29) PRODUCT APPROVALS
 THE SUBMITTED PRODUCT APPROVALS HAVE
 BEEN REVIEWED AND FOUND TO INCLUDE
 PRODUCTS WITH ADEQUATE DESIGN PRESSURES
 TOGETHER WITH PRODUCTS NOT APPROPRIATE
 FOR USE ON THIS PROJECT.REVIEW THE
 PRODUCT APPROVAL NOA SHEETS AND MARK/
 HIGHLIGHT, AS APPROPRIATE, TO IDENTIFY
 WHICH PRODUCT OPTIONS/MATERIALS/SIZES
 ARE TO BE USED.THIS APPLIES TO ALL
 THREE COPIES OF EACH PRODUCT APPROVAL.
  
 34) FBC* 105.13.1SPECIAL INSPECTOR.
 ONE COPY THE SUBMITTED STRUCTURAL
 INSPECTION PLAN HAS BEEN FORWARDED TO
 HAROLD) ACTING INSPECTION SEVICES
 MANAGER FOR REVIEW/RECORDS. A SIGNED AND
 SEALED COPY OF THE SPECIAL INSPECTOR
 AGREEMENT AND AFFADAVIT (GUIDELINES AND
 BLANK FORMS ATTACHED) SHALL BE SUBMITTED
 BEFORE THE PERMIT CAN BE ISSUED.CALL
 HAROLD PISKURA (TEL: 561 805 6711) AS HE
 REQUIRES A PRE-CONSTRUCTION MEETING WITH
 THE OWNER, CONTRACTOR, INSPECTION
 COMPANY AND ON-SITE INSPECTOR.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2004-06-18 Cont ID  
Sent By rbrown Date 2004-06-18 Time 21:37 Rev Time 0.00
Received By rbrown Date 2004-06-18 Time 14:44 Sent To  
Notes
2004-06-18 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
  
 FOR CONSISTENCY, THE FOLLOWING COMMENTS
 ARE NUMBERED AS PER THE BUILDING PLAN
 REVIEW OF 5/13/04:
  
 1) COMMENT RESPONSE ON 5/20/04 IS NOTED.
 THE NOTICE OF COMMENCEMENT SHALL BE
 RECORDED AT PALM BEACH COUNTY COURTHOUSE
 AND A COPY SUBMITTED TO THIS OFFICE
 BEFORE A PERMIT CAN BE ISSUED.BLANK
 FORMS ARE AVAILABLE FROM THIS OFFICE.
  
 2) COMMENT RESPONSE ON 5/20/04 IS NOTED.
 IMPACT FEES. THE PLANS SHALL BE TAKEN
 TO PALM BEACH COUNTY BUILDING DEPARTMENT
 FOR IMPACT FEE ASSESSMENT. THEY SHALL BE
 STAMPED AT THAT OFFICE AND A COPY OF THE
 PAID RECEIPT SUBMITTED TO THE CITY OF
 WEST PALM BEACH DEPT OF CONSTRUCTION
 SERVICES BEFORE A PERMIT CAN BE ISSUED.
  
 3) FBC* 104.6.5BUILDING PERMIT
 VALUATION.AS 2ND, 3RD AND 4TH FLOORS
 ARE TO BE LEFT AS 'SHELL ONLY', FOR
 LATER BUILD-OUT, THE CALCULATED VALUE
 FOR PERMIT FEE ASSESSMENT HAS BEEN
 REDUCED TO $1,239,456.THE OUTSTANDING
 FEES MUST BE PAID BEFORE A PERMIT CAN BE
 ISSUED.
  
 4) FBC* 104.1.5BUILDING ADDRESS.THE
 COMMENT RESPONSE ON 5/20/04 IS NOTED.
 THE SHEETS THAT WERE REVISED IN RESPONSE
 TO COMMENTS NOW SHOW THE CORRECT ADDRESS
 (307 EVERNIA ST).THOSE SHEETS THAT
 WERE NOT REVISED STILL SHOW THE WRONG
 ADDRESS.THE REQUIRED ADDRESS AMENDMENT
 MAY BE MADE TO EACH TITLE BLOCK BY HAND.
  
 5) FBC* 104.2.4SITE SURVEY.THE
 COMMENT RESPONSE ON 5/20/04 IS NOTED.
 THE SUBMITTED SURVEY DRAWINGS DO NOW
 HAVE AN ORIGINAL SIGNATURE BUT THEY ARE
 NOT PROPERLY SEALED.THE DRAWINGS SHALL
 BE RE-SEALED(REF: 472.025(1) F.S.)
  
 7) FBC 13-103.1.2 ENERGY CODE COMPLIANCE
 FORM.THE COMMENT RESPONSE LETTER DATED
 5/20/04 IS NOTED:
 (A) BEFORE A BUILDING PERMIT CAN BE
 ISSUED, SHEET 2 OF SUBMITTED ENERGY CODE
 COMPLIANCE FORMS SHALL BE SIGNED BY THE
 BUILDING OWNER, THE OWNER'S ARCHITECT OR
 OTHER AUTHORIZED AGENT LEGALLY
 DESIGNATED BY THE OWNER.
 (B) THE PROJECT INFORMATION ON EACH COPY
 OF SHEET 1 SHALL INCLUDE THE CORRECT
 PROJECT ADDRESS (307 EVERNIA ST) AND ZIP
 CODE (33401), THE PERMIT NUMBER
 (04040562) AND THE OWNER'S NAME.
 (C) FBC 13-103.1.1.1THE ARCHITECT'S
 LICENSE NUMBER AND THE LIGHTING SYSTEM
 DESIGNER'S NAME AND LICENSE NUMBER SHALL
 BE ADDED TO SHEET 2 OF EACH COPY OF THE
 ENERGY CODE COMPLIANCE FORM.
  
 11) FBC 1006.2.2EXTERIOR EXIT STAIR.
 THE COMMENT RESPONSE ON 5/20/04 IS NOTED
 REFERING TO THE ADDITION OF A NOTE. BUT,
 SHEETS LS1.2 AND A1.2 SHALL BE AMENDED
 TO SHOW THOSE OPENINGS IN THE EXISTING
 BUILDING THAT ARE WITHIN 10 FEET OF THE
 EXTERIOR EXIT STAIR AND ANNOTATED TO
 STATE THE REQUIREMENT FOR 3/4 HOUR FIRE-
 RESISTANT DOORS AND WINDOWS IN SUCH
 OPENINGS.ALSO THE PLANS SHALL BE
 AMENDED TO SHOW WHETHER EITHER OF THE
 ADJACENT BUILDINGS HAVE EXITS LEADING TO
 THIS EXTERIOR STAIR.
  
 12) FBC 1007.5SHEET A4.1, STAIR #2
 SECOND FLOOR PLAN.THE COMMENT RESPONSE
 ON 5/20/04 IS NOTED.THE AMENDED PLANS
 STILL DO NOT GIVE ANY DETAILS FOR A
 HANDRAIL ON EXISTING STAIR FLIGHT FROM
 FIRST TO SECOND FLOOR.AMEND THE PLANS
 TO DEMONSTRATE COMPLIANCE.
  
 14) SHEET S2.4STAIR SUPPORT.THE
 COMMENT RESPONSE ON 5/20/04 IS NOTED
 EXPLAINING THE STRINGER AND LANDING
 SUPPORT AGAINST THE WALL USING ANCHORS.
 IT IS STILL NOT CLEAR WERE SHEET S2.4
 CONCRETE PADSTONE DETAIL APPLIES TO.
 WHY DOES THE COMMENT RESPONSE LETTER
 REFER TO "EXTERIOR MECHANICAL PAD"?
 ADD A TITLE TO THE CONCRETE PADSTONE
 DETAIL TO CLARIFY.
  
 16) FBC 1608.2.2GUARDRAIL STRENGTH.
 THE COMMENT RESPONSE, DATED 5/20/04, IS
 NOTED BUT IS APPLICABLE TO HANDRAILS
 ONLY.THE LOADING FOR GUARDRAIL DESIGN
 IS DIFFERENT.THE GUARDRAILS SHALL BE
 DESIGNED AND CONSTRUCTED FOR A
 CONCENTRATED LOAD OF 200 LB APPLIED IN
 ANY DIRECTION AT THE TOP OF THE
 GUARDRAIL, A CONCENTRATED HORIZONTAL
 LOAD OF 200 LB APPLIED ON A 1 SQ FT AREA
 AT ANY POINT, AND A LINE LOAD OF 50 PLF
 APPLIED HORIZONTALLY AT THE REQUIRED
 GUARDRAIL HEIGHT WITH A SIMULTANEOUS
 LINE LOAD OF 100 PLF APPLIED VERTICALLY
 DOWNWARD ON THE TOP OF THE GUARDRAIL.
 THESE LOADS SHALL NOT BE APPLIED
 SIMULTANEOUSLY (UNLESS NOTED ABOVE) BUT
 SHALL BE APPLIED INDIVIDUALLY TO PRODUCE
 MAXIMUM STRESS IN EACH OF THE COMPONENTS
 OR SUPPORTS.AMEND/ANNOTATE THE PLANS.
  
 29) FL. ADMIN CODE RULE 9B-72.
 A SEARCH AT THE DEPT OF COMMUNITY
 AFFAIRS PRODUCT APPROVAL WEBSITE
 WWW.FLORIDABUILDING.ORG/PR/PR_SRCH.ASP
 SHOWS NO MATCHING STATEWIDE PRODUCT
 APPROVAL FOR THE SUBMITTED JOHNS
 MANVILLE MODIFIED BITUMEN ROOFING SYSTEM
 (FOR CONCRETE DECK) PRODUCT APPROVAL
 NOA# 01-0206.19 OR THE SOLAROLL ROLLING
 SHUTTER PRODUCT APPROVAL NOA# 02-0426.04
 SPECIFY ALTERNATIVES THAT HAVE
 STATEWIDE OR LOCAL PRODUCT APPROVAL.
  
 30) PRODUCT APPROVAL.RULE 9B-72 FAC.
 FOR PRODUCTS WHICH DO NOT HAVE STATEWIDE
 PRODUCT APPROVAL, LOCAL PRODUCT APPROVAL
 CAN BE ACHIEVED IF THERE IS A QUALITY
 ASSURANCE PROGRAM IN PLACE WITH A STATE
 APPROVED QUALITY ASSURANCE ENTITY.IF
 NEITHER IS APPLICABLE, THEN SITE
 SPECIFIC APPROVAL IS REQUIRED.LOCAL
 PRODUCT APPROVAL WILL ALLOW A PRODUCT TO
 BE USED, IN ACCORDANCE WITH THE TEST
 CRITERIA, THROUGHOUT THE JURISDICTION OF
 WEST PALM BEACH.SITE SPECIFIC PRODUCT
 APPROVAL WILL ALLOW A PRODUCT TO BE
 USED ONLY ON THE PROJECT FOR WHICH THAT
 SITE SPECIFIC APPROVAL IS GRANTED.
 LOCAL AND SITE SPECIFIC PRODUCT APPROVAL
 APPLICATION FORMS ARE AVAILABLE FROM
 THIS OFFICE.APPROVED QUALITY ASSURANCE
 ENTITIES ARE LISTED ON THE DCA WEBSITE:
 WWW.FLORIDABUILDING.ORG/COMMON/C_ORG_
 REGI_SRCH.ASP
  
 31) THE SUBMITTAL OF PRODUCT APPROVALS
 FOR THE ROOF TILE, SKYLIGHT, EXTERIOR
 DOORS, STOREFRONT AND WINDOWS IS NOTED.
 THE APPROPRIATE STATEWIDE PRODUCT
 APPROVAL LISTING HAS BEEN ATTACHED TO
 EACH ONE.NOTE THAT PRODUCT APPROVALS
 ARE NOW REQUIRED TO BE SUBMITTED LIKE
 THIS.ALSO THREE COPIES (SEE COMMENT
 BELOW ABOUT THRESHOLD BUILDING) OF ALL
 PRODUCT APPROVALS ARE REQUIRED.SUBMIT
 TWO FURTHER COPIES OF THE PRODUCT
 APPROVALS COMPLETE WITH THE STATEWIDE
 PRODUCT APPROVAL COVER SHEETS.
  
 32) SKYLIGHT PRODUCT APPROVAL.THE
 STATEWIDE PRODUCT APPROVAL LISTING FOR
 THE SUBMITTED MIAMI-DADE NATURALITE
 ALUMINUM SKYLIGHT PRODUCT APPROVAL
 NOA# 01-0118.02 STATES A SIZE LIMITATION
 OF 7'-0"X 8'-0".THIS SIZE IS EXCEEDED
 BY THAT SPECIFIED ON SHEET A1.4.SUBMIT
 AN ALTERNATIVE PRODUCT APPROVAL.
  
 33) SUBMIT PRODUCT APPROVALS FOR THE
 FIXED TRANSOM (AND HORIZONTAL MULLION)
 OVER THE CASEMENT WINDOW TYPE C1 AND
 FOR THE EXTERIOR DOORS 1-001-1, 1-207-1
 AND 1-307-1 WHICH ARE NOT COVERED BY THE
 STOREFRONT PRODUCT APPROVAL.
 NOTE: FL. ADMIN CODE RULE 9B-72 (IN
 EFFECT SINCE OCTOBER 1, 2003) REQUIRES
 THAT PRODUCTS HAVE STATEWIDE, LOCAL OR
 SITE-SPECIFIC PRODUCT APPROVAL.THE
 SUBMITTAL SHOULD INCLUDE THE STATEWIDE
 PRODUCT APPROVAL NUMBER (FL###),
 AVAILABLE FROM THE DEPT OF COMMUNITY
 AFFAIRS PRODUCT APPROVAL WEBSITE
 WWW.FLORIDABUILDING.ORG/PR/PR_SRCH.ASP
  
 34) FBC* 105.13.1SPECIAL INSPECTOR.A
 STRUCTURAL INSPECTION PLAN MUST BE
 SUBMITTED PRIOR TO THE ISSUANCE OF A
 BUILDING PERMIT FOR THE CONSTRUCTION OF
 A THRESHOLD BUILDING.A THRESHOLD
 BUILDING IS ANY BUILDING WHICH IS
 GREATER THAN THREE STORIES OR 50 FEET IN
 HEIGHT, OR WHICH HAS AN ASSEMBLY
 OCCUPANCY WITH 5,000 SQFT AREA AND
 GREATER THAN 500 OCCUPANTS.THREE
 COPIES OF THE PLANS AND OTHER DOCUMENTS
 WILL BE REQUIRED FOR PERMITTING PURPOSES
  
 35) THE OLD SHEETS SHALL BE REMOVED FROM
 THE CURRENT PLAN SETS.ONE SET OF THE
 OLD SHEETS SHOULD SUBMITTED SEPARATELY
 AS FOLLOWS:
 TO EXPEDITE REVIEW OF A RESUBMITTAL
 WHICH REQUIRES NEW PLANS IN ORDER TO
 ADDRESS THE ABOVE COMMENTS, THE OLD
 SHEETS SHALL BE REMOVED AND THE NEW
 SHEETS INSERTED.ONE COPY OF EACH OLD
 SHEET SHOULD BE STAPLED/CLIPPED TO THE
 REMAINING OLD SHEETS FOR COMPARISON OF
 REVISIONS WHEN REVIEWING THE RESUBMITTED
 PLANS.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2004-05-14 Cont ID  
Sent By rbrown Date 2004-05-14 Time 17:54 Rev Time 0.00
Received By rbrown Date 2004-05-13 Time 10:47 Sent To  
Notes
2004-05-13 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
  
 1) THE NOTICE OF COMMENCEMENT SHALL BE
 RECORDED AT PALM BEACH COUNTY COURTHOUSE
 AND A COPY SUBMITTED TO THIS OFFICE
 BEFORE A PERMIT CAN BE ISSUED.BLANK
 FORMS ARE AVAILABLE FROM THIS OFFICE.
  
 2) IMPACT FEES. THE PLANS SHALL BE TAKEN
 TO PALM BEACH COUNTY BUILDING DEPARTMENT
 FOR IMPACT FEE ASSESSMENT. THEY SHALL BE
 STAMPED AT THAT OFFICE AND A COPY OF THE
 PAID RECEIPT SUBMITTED TO THE CITY OF
 WEST PALM BEACH DEPT OF CONSTRUCTION
 SERVICES BEFORE A PERMIT CAN BE ISSUED.
  
 3) FBC* 104.6.5BUILDING PERMIT
 VALUATION.THE STATED VALUE OF THE
 PROJECT HAS BEEN UNDER-ESTIMATED AT
 $1,200,000.THE VALUE CALCULATED USING
 THE SOUTHERN BUILDING CODE CONGRESS
 INTERNATIONAL (SBCCI) VALUATION TABLES
 IS $1,586,125.THE PERMIT APPLICATION
 FEE HAS BEEN ADJUSTED ACCORDINGLY.THE
 OUTSTANDING BALANCE MUST BE PAID BEFORE
 A PERMIT CAN BE ISSUED.
  
 4) FBC* 104.1.5BUILDING ADDRESS. THE
 PROJECT TITLE SHEET STATES THE ADDRESS
 OF THE PROPOSED BUILDING AS
 307 EVERNIA STREET.AMEND SHEET A0.1 TO
 SHOW THE FRONT ENTRANCE LOCATION AND
 ADDRESS FOR THE ADJACENT EXISTING
 3-STORY AND 5-STORY OFFICE BUILDINGS SO
 VALIDITY OF THE PROPOSED ADDRESS CAN BE
 VERIFIED.ALSO, EVERY DRAWING SHEET
 REFERS TO '310 EVERNIA STREET' WHICH IS
 NOT THE CORRECT ADDRESS.AMEND THE
 SHEETS.
  
 5) FBC* 104.2.4SITE SURVEY.THE
 SUBMITTED SURVEY DRAWING IS NOT SIGNED
 AND SEALED.ALSO, IT DOES NOT REFLECT
 THE OUTLINE OF THE EXISTING OFFICE
 BUILDINGS THAT WILL REMAIN, SO THAT THE
 DIMENSIONS OF THE SPACE AVAILABLE FOR
 THE NEW BUILDING MAY BE DETERMINED.
 SHEETS A0.1 AND LS1.1 STATE BUILDING
 DIMENSIONS THAT EXCEED THE AVAILABLE
 SPACE AS SHOWN ON THE SUBMITTED SURVEY.
 SUBMIT A SIGNED AND SEALED SURVEY
 DRAWING PREPARED BY A LICENSED SURVEYOR/
 MAPPER IS REQUIRED (REF: 472.025(1) F.S)
 AND ENSURE THAT THE PROPOSED BUILDING
 WILL FIT IN THE AVAILABLE SPACE.
  
 6) FBC* 1804.2.2GEOTECHNICAL REPORT.
 SHEET S1.1, FOUNDATION PLAN NOTE 2
 REFERS TO A 2/18/2004 TIERA INC.
 GEOTECHNICAL REPORT NO 6611-04-032.
 SUBMIT THE GEOTECHNICAL REPORT TO VERIFY
 THE SAFE BEARING CAPACITY OF THE SOIL.
  
 7) FBC 13-103.0ENERGY CODE COMPLIANCE
 SHALL BE DEMONSTRATED BY SUBMITTAL OF
 APPROPRIATE CODE COMPLIANCE FORMS
  
 8) 61G15-23.002(2)FL. ADMIN. CODE.
 SHEETS C-1 TO C-4 SHALL INCLUDE THE
 ADDRESS OF ANTHONY J. MICHUDA, P.E (THIS
 INFORMATION MAY BE HANDWRITTEN/STAMPED
 ON EACH COPY SUBMITTED FOR PERMITTING)
 TO COMPLY WITH THE FOLLOWING:
 PLANS SIGNED & SEALED BY A PROFESSIONAL
 ENGINEER SHALL INCLUDE EITHER THE NAME,
 ADDRESS AND LICENSE NUMBER OF THE
 ENGINEER OR, THE NAME AND LICENSE NUMBER
 OF THE ENGINEER AND THE NAME, ADDRESS
 AND CERTIFICATE OF AUTHORIZATION NUMBER
 OF THE ENGINEERING BUSINESS THROUGH
 WHICH THE ENGINEER IS PRACTICING
 (471.025 F.S. AND 471.023 F.S.).
  
 9) FBC TABLE 600SURVEY DRAWING AND
 SHEETS LS1.1 AND A1.1.WHAT IS THE
 WIDTH OF THE REAR ALLEY USED TO
 DETERMINE THE HORIZONTAL SEPARATION AND
 PROTECTION OF OPENINGS?AMEND THE
 PLANS TO CLARIFY.
  
 10) FBC 1006.1.4SHEET A4.2, STAIR #1 -
 PARTIAL SECTION (DETAIL 06).THE CLOSET
 (AND COUPON ROOM) UNDER THE STAIR SHALL
 BE SEPARATED FROM THE STAIR BY A MINIMUM
 OF 2 HOUR FIRE RESISTANT CONSTRUCTION.
 AMEND/ANNOTATE THE PLANS TO DEMONSTRATE
 COMPLIANCE.
  
 11) FBC 1006.2.2EXTERIOR EXIT STAIR.
 AMEND SHEETS LS1.2 AND A1.2 TO SHOW ALL
 OPENINGS IN THE WALLS OF THE ADJACENT
 3-STORY AND 5-STORY OFFICE BUILDINGS
 WITHIN 10 FEET OF THE EXTERIOR EXIT
 STAIR AND LANDING.ANY SUCH OPENINGS
 MUST HAVE 3/4 HOUR FIRE RESISTANT DOORS
 AND WINDOWS.AMEND THE PLANS TO VERIFY
 THIS.DO EITHER OF THE ADJACENT
 BUILDINGS HAVE EXITS LEADING TO THIS
 EXTERIOR EXIT STAIR?AMEND THE PLANS TO
 CLARIFY.
  
 12) FBC 1007SHEET A4.1, STAIR PLANS.
 STAIR #2 SECOND FLOOR PLAN.NO WIDTH
 DIMENSION OR HANDRAIL ARE SHOWN FOR THE
 EXISTING STAIR BEING PROPOSED AS THE
 FIRST FLOOR FLIGHT FOR STAIR #2.WHAT
 ARE THE TREAD AND RISER DIMENSIONS FOR
 THIS STAIR FLIGHT?AMEND THE PLANS TO
 DEMONSTRATE FULL COMPLIANCE FOR THIS
 PORTION OF STAIR #2.
  
 13) FBC 1007.4SHEET A4.1, STAIR PLANS.
 THE STAIR #1 FOURTH FLOOR PLAN DOES NOT
 REFLECT THE LANDING ARRANGEMENT SHOW ON
 SHEETS LS1.3 AND A1.3.AMEND THE DETAIL
 ALSO, THE STAIR #1 SECOND FLOOR PLAN
 SHOWS 14 RISERS FOR THE FIRST FLIGHT
 DOWN TO FIRST FLOOR.SHOULD THIS NOT
 READ 7 RISERS INSTEAD OF 14?
  
 14) SHEET S2.4STAIR SUPPORT.IS THE
 MC12 STAIR STRINGER TO BE BUILT INTO
 EACH CMU WALL?PROVIDE A TITLE FOR THE
 'CONCRETE PAD' DETAIL OR ANNOTATE IT AS
 'TYPICAL' TO CLARIFY WHERE IT APPLIES.
  
 15) FBC 1608.2.1SHEET A4.2, STAIR
 HANDRAIL DETAILS.THE HANDRAIL SHALL BE
 DESIGNED AND CONSTRUCTED FOR A
 CONCENTRATED LOAD OF 200 LB AND A LINE
 LOAD OF 50 PLF.THESE LOADS SHALL NOT
 BE APPLIED SIMULTANEOUSLY BUT SHALL BE
 APPLIED INDIVIDUALLY AT ANY POINT, AND
 IN ANY DIRECTION, TO PRODUCE MAXIMUM
 STRESS IN EACH OF THE COMPONENTS OR
 SUPPORTS.AMEND/ANNOTATE THE PLANS.
  
 16) FBC 1608.2.2SHEETS A4.2 AND A4.5,
 STAIR GUARDRAIL DETAILS AND BALCONY
 GUARDRAILS.THE GUARDRAILS SHALL BE
 DESIGNED AND CONSTRUCTED FOR A
 CONCENTRATED LOAD OF 200 LB APPLIED IN
 ANY DIRECTION AT THE TOP OF THE
 GUARDRAIL, A CONCENTRATED HORIZONTAL
 LOAD OF 200 LB APPLIED ON A 1 SQ FT AREA
 AT ANY POINT, AND A LINE LOAD OF 50 PLF
 APPLIED HORIZONTALLY AT THE REQUIRED
 GUARDRAIL HEIGHT WITH A SIMULTANEOUS
 LINE LOAD OF 100 PLF APPLIED VERTICALLY
 DOWNWARD ON THE TOP OF THE GUARDRAIL.
 THESE LOADS SHALL NOT BE APPLIED
 SIMULTANEOUSLY (UNLESS NOTED ABOVE) BUT
 SHALL BE APPLIED INDIVIDUALLY TO PRODUCE
 MAXIMUM STRESS IN EACH OF THE COMPONENTS
 OR SUPPORTS.AMEND/ANNOTATE THE PLANS.
  
 17) FBC 11-4.9.4SHEET A4.1, STAIR
 PLANS.THE STAIR #2 SECOND FLOOR PLAN
 DOES NOT SHOW THE REQUIRED HANDRAIL
 EXTENSION AGAINST THE EXTERIOR WALL AT
 THE BOTTOM OF THE FLIGHT.
  
 18) FBC 11-4.16 SHEET A4.3, WATER CLOSET
 ACCESSIBILTY DIMENSIONS.THE SEAT AND
 SIDE GRAB BAR HEIGHTS ARE LOWER THAN
 THE ALLOWABLE RANGE GIVEN IN THE CODE.
 ALSO, WILL THE PROPOSED HEIGHT OF THE
 DRINKING FOUNTAIN AND LAVATORIES PROVIDE
 THE REQUIRED MINIMUM LEG/KNEE CLEARANCE?
 AMEND THE DETAILS.
  
 19) FBC 11-4.13.6SHEET A1.1, FIRST
 FLOOR PLAN.THE DOOR TO THE BREAK ROOM
 (1-114) SHALL HAVE A MANEUVERING
 CLEARANCE OF AT LEAST 12", ON THE PUSH
 SIDE, BETWEEN THE ADJACENT WALL AND THE
 STRIKE EDGE OF THE DOOR, IF THE DOOR HAS
 BOTH A CLOSER AND A LATCH (FIG. 25).
 ANNOTATE THE PLANS TO DEMONSTRATE
 COMPLIANCE.
  
 20) FBC 1606.1.4HURRICANE MISSILE
 IMPACT PROTECTION.SHEET A6.1, DOOR
 SCHEDULE, STATES THAT ONLY DOOR 1-104-1
 HAS IMPACT RESISTANT GLAZING.THAT DOOR
 IS SHOWN AS AN INTERIOR DOOR (TO TELLER
 OFFICE) ON SHEET A1.1 AND IS A TYPE F
 DOOR (SHEET A6.1.1) WHICH DOES NOT HAVE
 ANY GLAZING. AMEND THE DOOR SCHEDULE TO
 SPECIFY THE REQUIRED IMPACT RESISTANCE
 FOR DOOR 1-001-1.
  
 21) FBC 1606.1.4HURRICANE MISSILE
 IMPACT PROTECTION.SHEET A6.1.1, THE
 WINDOW DETAILS DO NOT SPECIFY THE
 REQUIRED IMPACT RESISTANCE FOR THE
 WINDOWS.AMEND THE PLANS.
  
 22) FBC 2405.2THE FOLLOWING GLAZING IS
 IN A 'HAZARDOUS LOCATION' AND IS
 REQUIRED TO BE SAFETY GLASS SATISFYING
 THE REQUIREMENTS OF THE CONSUMER PRODUCT
 SAFETY COMMISSION 16, CODE OF FEDERAL
 REGULATIONS, PART 1201 (CPSC 16-CFR,
 PART 1201):
 - GLAZING ADJACENT TO THE FIRST FLOOR
 DOORS AT THE LOBBY, CONFERENCE ROOM
 (1-108), TELLER OFFICE (1-104) AND
 OFFICE (1-103).
 - GLAZING IN THE DOORS.
 SUBMIT DETAILS TO DEMONSTRATE COMPLIANCE
  
 23) FBC 2407.3SHEET A1.4, SKYLIGHTS.
 AMEND THE PLANS TO STATE WHICH TYPE OF
 "SAFETY GLASS" IS TO BE USED.IF HEAT
 STRENGTHENED OR FULLY TEMPERED GLASS ARE
 USED, PROTECTIVE SCREENS SHALL BE
 INSTALLED BELOW THE GLAZING, AS REQUIRED
 BY FBC 2407.3, TO PROTECT THE BUILDING
 OCCUPANTS FROM FALLING GLASS IN THE
 EVENT OF BREAKAGE.AMEND THE DETAILS/
 ANNOTATION TO DEMONSTRATE COMPLIANCE.
  
 24) FBC 3003.4.1STRETCHER ACCESSIBLE
 ELEVATOR.AT LEAST ONE PASSENGER
 ELEVATOR SHALL ACCOMMODATE AN AMBULANCE
 STRETCHER 76" LONG AND 24" WIDE IN THE
 HORIZONTAL POSITION.THIS ELEVATOR
 SHALL BE IDENTIFIED BY SIGNAGE.AMEND
 THE PLANS TO DEMONSTRATE COMPLIANCE.
  
 25) FBC* F102.2.6SHEET LS1.1, CODE
 SUMMARY - FIRE RESISTANCE RATING NOTES.
 EXTERIOR WALLS OF TYPE IV BUILDINGS
 LOCATED IN THE FIRE DISTRICT SHALL HAVE
 A FIRE-RESISTANCE OF 2-HOURS OR MORE
 IF LOCATED WITHIN 30 FEET OF A COMMON
 PROPERTY LINE OR ASSUMED PROPERTY LINE.
 AMEND THE NOTES AND ALL PLANS TO STATE
 2-HOUR FIRE RATING FOR THE EXTERIOR
 WALLS.
  
 26) FBC* F102.2.7ARCHITECTURAL TRIM IN
 FIRE DISTRICT.SHEET A1.4.1 (DETAILS 01
 AND 02), SHEET A2.1 TO SHEET A2.4
 (EXTERIOR ELEVATIONS), SHEET A3.2
 (SECTIONS 01 AND 04), SHEET A3.2.1
 (DETAIL 01) AND SHEET A4.5 (DETAILS 01
 02, 03, 06 AND 07) ALL REFER TO APPLIED
 FOAM MOLDINGS.ARCHITECTURAL TRIM
 TRIM ON BUILDINGS LOCATED IN THE FIRE
 DISTRICT, SHALL BE CONSTRUCTED OF
 APPROVED NON-COMBUSTIBLE MATERIALS OR
 FIRE RETARDANT TREATED WOOD.AMEND THE
 PLANS TO DEMONSTRATE COMPLIANCE.
  
 27) FBC 1606.1.3SHEET S2.3, TRUSS
 BEARING DETAIL.ADD A TRUSS ANCHOR
 SCHEDULE/DETAIL, OR ADD NOTES STATING
 THE CALCULATED TRUSS UPLIFTS AND THAT
 THE METAL TRUSS MANUFACTURER WILL HAVE A
 FLORIDA REGISTERED ENGINEER SPECIFY/
 DESIGN ANCHORS FOR FOR THOSE UPLIFTS.
  
 28) FBC 1606.1.4HURRICANE MISSILE
 IMPACT PROTECTION.ANNOTATE THE PLANS/
 SCHEDULES TO STATE THE PROPOSED MEANS OF
 HURRICANE MISSILE IMPACT PROTECTION.
  
 29) SUBMIT PRODUCT APPROVALS FOR THE
 SKYLIGHTS, WINDOWS, MULLIONS, EXTERIOR
 DOORS, ROOF TILE AND BUILT-UP ROOFING
 SYSTEM.NOTE: FL. ADMIN CODE RULE 9B-72
 (IN EFFECT SINCE OCT' 1, 2003) REQUIRES
 THAT PRODUCTS HAVE STATEWIDE, LOCAL OR
 SITE-SPECIFIC PRODUCT APPROVAL.THE
 SUBMITTAL SHOULD INCLUDE THE STATEWIDE
 PRODUCT APPROVAL NUMBER (FL###),
 AVAILABLE FROM THE DEPT OF COMMUNITY
 AFFAIRS PRODUCT APPROVAL WEBSITE
 WWW.FLORIDABUILDING.ORG/PR/PR_SRCH.ASP
  
 30) PRODUCT APPROVAL.RULE 9B-72 FAC.
 FOR PRODUCTS WHICH DO NOT HAVE STATEWIDE
 PRODUCT APPROVAL, LOCAL PRODUCT APPROVAL
 CAN BE ACHIEVED IF THERE IS A QUALITY
 ASSURANCE PROGRAM IN PLACE WITH A STATE
 APPROVED QUALITY ASSURANCE ENTITY.IF
 NEITHER IS APPLICABLE, THEN SITE
 SPECIFIC APPROVAL IS REQUIRED.LOCAL
 PRODUCT APPROVAL WILL ALLOW A PRODUCT TO
 BE USED, IN ACCORDANCE WITH THE TEST
 CRITERIA, THROUGHOUT THE JURISDICTION OF
 WEST PALM BEACH.SITE SPECIFIC PRODUCT
 APPROVAL WILL ALLOW A PRODUCT TO BE
 USED ONLY ON THE PROJECT FOR WHICH THAT
 SITE SPECIFIC APPROVAL IS GRANTED.
 LOCAL AND SITE SPECIFIC PRODUCT APPROVAL
 APPLICATION FORMS ARE AVAILABLE FROM
 THIS OFFICE.APPROVED QUALITY ASSURANCE
 ENTITIES ARE LISTED ON THE DCA WEBSITE:
 WWW.FLORIDABUILDING.ORG/COMMON/C_ORG_
 REGI_SRCH.ASP
  
 31) TO EXPEDITE REVIEW OF A RESUBMITTAL
 WHICH REQUIRES NEW PLANS IN ORDER TO
 ADDRESS THE ABOVE COMMENTS, THE OLD
 SHEETS SHALL BE REMOVED AND THE NEW
 SHEETS INSERTED.ONE COPY OF EACH OLD
 SHEET SHOULD BE STAPLED/CLIPPED TO THE
 REMAINING OLD SHEETS FOR COMPARISON OF
 REVISIONS WHEN REVIEWING THE RESUBMITTED
 PLANS.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]
Review Stop E ELECTRICAL
Rev No 20 Status P Date 2007-08-09 Cont ID  
Sent By dpalmer Date 2007-08-09 Time 10:45 Rev Time 0.00
Received By dpalmer Date 2007-08-09 Time 10:42 Sent To PC
Notes
2007-08-09 10:46:00REV FOR FEEDERS ON RISER.
Review Stop E ELECTRICAL
Rev No 19 Status P Date 2007-08-09 Cont ID  
Sent By dpalmer Date 2007-08-09 Time 10:42 Rev Time 0.00
Received By dpalmer Date 2007-08-02 Time 18:31 Sent To PC
Notes
2007-08-09 10:42:54REV FOR FIRST FLOOR.
Review Stop E ELECTRICAL
Rev No 18 Status P Date 2007-05-02 Cont ID  
Sent By dpalmer Date 2007-05-02 Time 09:20 Rev Time 0.00
Received By dpalmer Date 2007-05-02 Time 08:14 Sent To PC
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 17 Status F Date 2007-04-26 Cont ID  
Sent By dpalmer Date 2007-04-26 Time 10:26 Rev Time 0.00
Received By dpalmer Date 2007-04-26 Time 10:26 Sent To PC
Notes
2007-04-26 10:28:44** UNSAT **
  
 1) NOTE: PLEASE SEE RISER WHICH INDICATES A 150AMP OVER
 CURRENT PROTECTION ON THE HE PANEL WHICH IS 100A RATED.
 PLEASE SEE THAT THE FEEDERS WOULD NOT OF SUFFICIENT
 SIZE FOR THE 150AMPS.
 240.4, 310.16.
 ONLY NEED TO REVISE POSSIBLY 6.1 AND 7.1
 PLEASE ADJUST AND REVISED.
  
 ** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
 COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
 THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
 NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
 REVIEWER.
  
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 16 Status P Date 2007-03-13 Cont ID  
Sent By dpalmer Date 2007-03-13 Time 11:12 Rev Time 0.00
Received By dpalmer Date 2007-03-13 Time 11:12 Sent To PC
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 15 Status P Date 2007-02-15 Cont ID  
Sent By dpalmer Date 2007-02-15 Time 10:25 Rev Time 0.00
Received By dpalmer Date 2007-02-15 Time 10:25 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 14 Status P Date 2007-01-28 Cont ID  
Sent By dpalmer Date 2007-01-28 Time 16:10 Rev Time 0.00
Received By dpalmer Date 2007-01-28 Time 15:38 Sent To PC
Notes
2007-01-28 16:10:39REV FOR FIRST FLR
Review Stop E ELECTRICAL
Rev No 13 Status P Date 2007-01-19 Cont ID  
Sent By dpalmer Date 2007-01-19 Time 08:59 Rev Time 0.00
Received By dpalmer Date 2007-01-19 Time 07:46 Sent To PC
Notes
2007-01-19 09:00:43LV SECURITY NOT PART OF THESE PLANS.(SEPARATE PERMIT).
  
 GROUNDING DETAIL AT DETACHED BLDG IS SHOWN ON 04020656
Review Stop E ELECTRICAL
Rev No 12 Status F Date 2006-12-09 Cont ID  
Sent By dpalmer Date 2006-12-09 Time 15:19 Rev Time 0.00
Received By dpalmer Date 2006-12-09 Time 14:49 Sent To PC
Notes
2006-12-09 15:20:37**** UNSAT *****
  
 1) NOTE: PLEASE SEE 250.66 FOR GROUNDING ELECTRODE
 CONDUCTOR. PLEASE SEE THIS WAS REDLINED ON PREVIOUS
 REVISIONS WHICH WERE SUBMITTED HOWEVER THIS HAS NOT
 BEEN CORRECTED. PLEASE SEE AS THE SEC'S HAVE INCREASED,
 SO SHALL THE GEC.
  
 2) NOTE: PLEASE SEE A PANEL BEING SHOWN AT THE DRIVE
 THROUGH WILL BE REQUIRED TO MEET 225.31-225.39. PLEASE
 SEE 225.32 AND HOW THIS EQUIPMENT IS READILY
 ACCESSIBLE.
 ** PLEASE SEE THAT THE ORIGINAL PLANS ISSUED FOR PERMIT
 WERE REDLINED FOR THIS, HOWEVER THE INSTALLATION WAS
 DONE PER REDLINED CODES ON PLANS. PLEASE SEE THIS SHALL
 BE REVISED ON THE PERMITTED PLANS FOR THE DETACHED BLDG
 ALSO.
 PLEASE SUPPLY DETAIL FROM MANUFACTURE, SPECS/CUT
 SHEETS. 110.3, 90.7
  
 3) NOTE: PLEASE SEE 250.32 FOR GROUNDING AT THE
 DETACHED BUILDING.
 PLEASE SHOW IN DETAIL THE SYSTEM.
 **PLEASE KNOW THE PLANS FOR THE DETACHED BUILDING WILL
 ALSO BE REQUIRED TO BE UPDATED TO THESE COMMENT AND
 CHANGES MADE.
  
 4) NOTE: PLEASE CORRELATE RISER AND PANEL SCHEDULE FOR
 NEW PANEL FEEDERS. PLEASE SEE PANEL "A" WHICH SHOWS
 1/0'S AND RISER SHOWS 4/0'S. PLEASE ALSO INDICATE HOW
 THESE SIZE CONDUCTORS WILL BE TERMINATED INTO THE PANEL
 AND BREAKERS AS SHOWN.
 (ADAPTERS OF SOME SORT)?
  
 * ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE AND PLANS ARE
 PICKED UP FOR CORRECTIONS, PLEASE BE
 SURE TO COMPLETELY REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW
 AND STAMPING. DO NOT LEAVE ANY
 OLD/VOIDED SHEETS IN SETS.
 PLEASE KNOW ONLY ONE SET OF THE
 OLD/VOIDED SHEETS SHOULD BE SUBMITTED
 FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND
 AVOID ANY DELAYS.
  
 ** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
 COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
 THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
 NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
 REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 11 Status P Date 2006-11-20 Cont ID  
Sent By dpalmer Date 2006-11-20 Time 11:31 Rev Time 0.00
Received By dpalmer Date 2006-11-20 Time 11:25 Sent To PC
Notes
2006-11-20 11:32:53*** REV FOR 2.1, OK,
 REDLINED, THE LVALARAM/SECURITY IS UNDER A SEPARATE
 PERMIT.
Review Stop E ELECTRICAL
Rev No 10 Status P Date 2006-10-21 Cont ID  
Sent By dpalmer Date 2006-10-21 Time 16:23 Rev Time 0.00
Received By dpalmer Date 2006-10-21 Time 15:35 Sent To PC
Notes
2006-10-21 16:24:12** REDLINED 250.66 FOR THE GROUNDING ELECTRODE
 CONDUCTOR TOBE INCREASED AS SEC'S HAVE INCREASED.
  
 REDLINED, 7.1 SHALL BE REVISED FOR TENANT BLD OUTS.
Review Stop E ELECTRICAL
Rev No 9 Status P Date 2006-08-09 Cont ID  
Sent By dpalmer Date 2006-08-09 Time 17:36 Rev Time 0.00
Received By dpalmer Date 2006-08-09 Time 17:36 Sent To  
Notes
2006-08-09 00:00:00REV FOR 2.2,2.3, AND 7.1 OK.
Review Stop E ELECTRICAL
Rev No 8 Status F Date 2006-05-14 Cont ID  
Sent By dpalmer Date 2006-05-14 Time 14:08 Rev Time 0.00
Received By dpalmer Date 2006-05-14 Time 14:06 Sent To  
Notes
2006-05-14 00:00:00*** UNSAT **
  
 1) NOTE: PLEASE SEE MAX OCP DOES NOT
 CORRELATE WITH MECH PLANS. PLEASE SEE
 424.3B FOR MIN OCP TO BE 125%, HOWEVER
 PLEASE KNOW, TYOICALLY THE MAX OCP IS
 150% OR NAMEPLATE.
 PLEASE ADJUST AND CORRLEATE.
 PLEASE ALSO ADJUST MAIN LOAD CALCS.
  
  
 ** PLEASE SEE ANY MECHANICAL REVIEW
 NOTES AS THESE MAY AFFECT ELECTRICAL
 PLANS.
  
 PLEASE SUBMIT THE ABOVE INFORMAITON FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 7 Status P Date 2005-06-13 Cont ID  
Sent By dpalmer Date 2005-06-13 Time 14:47 Rev Time 0.40
Received By dpalmer Date 2005-06-13 Time 14:47 Sent To  
Notes
2005-06-13 00:00:00REDLINED 250.66
Review Stop E ELECTRICAL
Rev No 6 Status P Date 2004-12-16 Cont ID  
Sent By dpalmer Date 2004-12-16 Time 10:40 Rev Time 0.50
Received By dpalmer Date 2004-12-16 Time 08:20 Sent To  
Notes
2005-06-13 00:00:00REDLINED 250.66
Review Stop E ELECTRICAL
Rev No 5 Status F Date 2004-11-18 Cont ID  
Sent By dpalmer Date 2004-11-18 Time 19:22 Rev Time 0.50
Received By dpalmer Date 2004-11-18 Time 19:07 Sent To  
Notes
2004-11-18 00:00:00******UNSAT *******
  
 1)NOTE: PLEASE SEE ONLY TWO SETS OF
 PLANS WERE SUBMITTED.
 THIS IS A THRESHOLD PROJECT AND A MIN OF
 THREE SETS ARE REQUIRED.
  
 PLEASE SEE TWO SETS WERE STAMPED, NEED
 3RD SET TO BE BROUGHT IN BEFORE ANY
 FURTHER REVIEWS ARE DONE.
 ELECTRICAL IS THE ONLY REVIEW DONE AT
 THIS TIME.
  
 PLEASE SUBMIT THE ABOVE. IF THERE ARE
 ANY QUESTIONS, PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2004-07-15 Cont ID  
Sent By dpalmer Date 2004-07-15 Time 13:26 Rev Time 0.33
Received By dpalmer Date 2004-07-15 Time 13:26 Sent To  
Notes
2004-07-15 00:00:00REDLINED NOTES FOR RISER AS NOTED ON
 PREVIOUS REVIEW.
 STAMPED THIRD SET.
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2004-07-08 Cont ID  
Sent By dpalmer Date 2004-07-08 Time 13:10 Rev Time 1.00
Received By dpalmer Date 2004-07-08 Time 12:04 Sent To  
Notes
2004-07-08 00:00:00*** NOTE ***
  
 RISER SHOWS A FEEDER FROM HOUSE PANEL
 GOING SOMEWHERE?
 REDLINED THIS AS A QUESTION ON RISER?
 (MISPRINT)?
  
 STAMPED ELECTRICAL SHEETS ON TWO ROLLS,]
 ONE ROLL IN ZONING FOR REVIEW AND UNABLE
 TO STAMP 3RD ROLL AT THIS TIME.
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2004-06-15 Cont ID  
Sent By dpalmer Date 2004-06-15 Time 19:06 Rev Time 1.00
Received By dpalmer Date 2004-06-15 Time 18:02 Sent To  
Notes
2004-06-15 00:00:00************ UNSAT **************
  
 PLEASE SEE SOME NOTES FROM FIRST REVIEW
 STILL NEED TO BE ADDRESSED.
 PLEASE ALSO SEE COMMENTS BELOW.
  
 1)NOTE: PLEASE SEE RISER STILL SHOWS
 EQUIPMENT GROUNDING CONDUCTORS BEING
 INSTALLED FROM METER TO FIRST MEANS OF
 DISCONNECT.PREVIOUS COMMENT MENTIONS
 "NO, EQUIPMENT GRNDS" 250.24 /250.6
 RESPONSE MENTIONS SEE NOTES, 17/19.
 THE EQUIPMENT GRNDS SHOWN MUST BE
 REMOVED.
  
 2)NOTE: PLEASE SEE SEC'S FEEDING 150A
 HOUSE PANEL ARE SHOWN AS 1/0'S. THIS IS
 OK, PLEASE SEE CONDUCTOR SIZE FROM
 METER TO PANEL ARE SHOWN AS 4/0'S. THIS
 IS PERMITTED HOWEVER OVERSIZED. THIS IS
 ONLY A NOTE AND MAY BE DONE. HOWEVER, IF
 SHOWN ON RISER THEN THEY MUST BEINSTALL-
 -ED OR PLANS WILL NEED TO BE REVISED.
 PANEL SCHEDULE SHOWS 1/0'S ALSO.
 PLEASE CORRELATE.
  
 3)NOTE: PLEASE SEE FIRE REVIEW COMMENTS,
 PERTAINING TO MISSING EM/EXT LTS AT
 DIFFERENT LOCATIONS. THIS WILL HAVE AN
 AFFECT ON ELECTRICAL PLANS.
  
 4)NOTE: PLEASE SEE THERE ARE STILL MANY
 SHEETS CONTAINING NOTES ABOUT GENERATOR.
 REPLY LETTER MENTIONS ALL GEN/ATS ETC TO
 BE ELIMINATED. PLEASE REMOVE NOTES.
  
 5)NOTE: PLEASE ADJUST NOTE FOR GROUNDING
 ELECTRODE TO "FOOTER STEEL". RISER SHOWS
 STRUCT STEEL, WHICH IS REQUIRED IF IN
 CONSTRUCTION. PLEASE SEE 250.50
  
 PLEASE REMOVE ALL OLD/VOIDED SHEETS OUT
 OF SETS. ONLY INSERT NEW SHEETS INTO
 COMPLETE SETS FOR REVIEW AND STAMPING.
 THIS WILL HELP WITH THE REVIEW PROCESS.
 THIS WAS REQUESTED ON PREVIOUS REVIEW.
  
 PLEASE SEE BLDG REVIEW COMMENTS FOR
 POSSIBLE "THRESHOLD" BLDG. THREE SETS
 OF PLANS WOULD BE NEEDED FOR STAMPING.
  
 PLEASE SEE ATTACHED COPY OF FS 553-80(2)
 (B). THIS IS A NOTICE GIVEN WITH RESPECT
 TO DESIGN PROFESSIONAL. THIS IS ONLY
 GIVEN AS A NOTICE AND DOES NOT AFFECT
 THIS REVIEW.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2004-04-22 Cont ID  
Sent By dpalmer Date 2004-04-22 Time 07:40 Rev Time 2.00
Received By dpalmer Date 2004-04-22 Time 06:38 Sent To  
Notes
2004-04-22 00:00:00************** UNSAT ****************
  
 1)NOTE: PLEASE SEE 700.16 FOR REQ'D
 LTS FOR ROOMS/STAIRS ETC. PLEASE SEE
 FIRE REVIEW COMMENTS.
 STAIR LTS ARE SHOWN ON HOUSE PANEL WHICH
 ARE ON GEN YET, THESE ARE ALSO SHOWN
 AS BATTERY BACK UP?
  
 2)NOTE: PLEASE SEE BLDG/STRUCTUAL PLANS,
 THESE INDICATE NO SPACE IN BETWEEN
 EXISTING BLDGS AND NEW. PLEASE SEE
 ELECTRICAL PLANS, THESE SHOW NEW HOUSE
 PANELS AND ATS ON EAST WALL. PLEASE
 CLARIFY HOW THIS IS GOING TO WORK?
 110.26 ETC.
  
 3)NOTE: PLEASE SEE 250.32 AND 225.31
 FOR GROUNDING AND MEANS OF DISCONNECT
 AT DETACHED STRUCTURE./ ATM BLDG.
  
 4)NOTE: PLEASE PROVIDE MORE INFORMATION
 ON FIRE PUMP/GENERATOR/ ATS ETC.
 MUST MEET 695.4B1, 230.76,230.79 ETC
 THERE IS NO INDICATION OF DISC MEANS
 FROM GENERATOR?
 PLEASE ALSO SUBMIT SPEC SHEETS FOR GEN/
 ETC.
  
 5)NOTE: PLEASE ALSO SHOW DISC MEANS FOR
 POWER TO HOUSE PANEL/ATS. THIS IS SHOWN
 AS A MLO PANEL. PLEASE ALSO SEE GROUPING
 PER 230.72.
  
 6)NOTE: PLEASE PROVIDE ROOM DESIGNATIONS
 ON ELECTRICAL PLANS.
  
 7)NOTE: PLEASE SEE 250.6/250.24 NO,
 EQUIPMENT GROUNDING CONDUCTORS INSTALLED
 FROM METER TO MAINS.
  
 8)NOTE: PLEASE SUBMIT FPL INFORMATION
 FOR SIZE OF TRANSFORMER/ IMPEDENCE ETC.
 IT IS NOTED THAT AIC CALCS ARE SHOWN.
  
 PLEASE NOTE; DUE TO SOME CHANGES THAT
 WILL NEED TO BE CHANGED ON PLANS, THERE
 MAY OR MAY NOT BE OTHER COMMENTS.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2004-06-29 Cont ID  
Sent By mamini Date 2004-06-29 Time 09:09 Rev Time 1.00
Received By mamini Date 2004-06-29 Time 09:09 Sent To  
Notes
2004-06-29 00:00:00PASSED WITH PROVISOS:
 1. WORK WITHIN PUBLIC R.O.W REQUIRES A
 SEPARATE PERMIT FROM PUBLIC UTILITIES &
 ENGINEERING PRIOR TO BEGINWORK, SUBMIT
 M.O.T PLANS AT THE TIME OF APPLICATION,
 494-1086, WINDEL PALMER.
 2. EROSION/SEDIMENTION CONTROL DEVICES
 MUST BE IN PLACE PRIOR TO BEGINING
 DEMOLITION OR OTHER SUCH CONSTRUCTION
 ACTIVITIES. THE DEVICES SHALL BE
 INSTALLED, MONITORED, AND MAINTAINED IN
 ACCORDANCE WITH ALL APPLICABLE FEDERAL,
 STATE,AND LOCAL REQUIREMENTS.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2004-06-16 Cont ID  
Sent By mamini Date 2004-06-16 Time 09:53 Rev Time 0.50
Received By mamini Date 2004-06-16 Time 09:53 Sent To  
Notes
2004-06-16 00:00:00FAILED:
 1. PLEASE REVISE CIVIL PLANS TO
 IMPLEMENT ALL THE COMMENTS FROM PUBLIC
 UTILITIES AND ENGINEERING AND FROM
 THE CONSTRUCTION SERVICES DEPARTMENTS.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2004-05-11 Cont ID  
Sent By mamini Date 2004-05-11 Time 14:23 Rev Time 1.00
Received By mamini Date 2004-05-11 Time 14:23 Sent To  
Notes
2004-05-11 00:00:00FAILED:
 1. SURVEYING SHEET MUST HAVE THE
 ORIGINAL RAISED SEAL AND SIGNATURE OF
 THE REGISTERED LAND SURVEYOR.
 2. CIVIL PLANS MUST BE APPROVED FOR ALL
 THE CONNECTION TO THE CITY SERVICES BY
 THE PUBLIC UTILITIES & ENGINEERING, ATT:
 MANNY GONZALEZ, 659-8040.
 3. WATER MAIN WITHIN PUBLIC R.O.W MUST
 BE DIP, AND PER CITY SPECIFICATION.
 4. SEPARATION/ CLEARANCE AT CONFLICT
 POINT BETWEEN PIPES MUST BE PER CITY OF
 WPB STANDARD, P-1.
 5. RECOMMENDED TO LOCATE THE FDC IN THE
 PROPOSED PLANTER AREA, PLEASE VERIFY.
 6. SITE FOR ALL NEW COMMERCIAL BUILDING
 MUST BE DESIGNED PER CITY OF WPB
 CRITERIA FOR STORM WATER.
 7. M.O.T PLAN MUST BE SUBMITTED TO THE
 PUBLIC UTILITIES & ENGINEERING FOR THEIR
 APPROVAL FOR ANY CONSTRUCTION WITHIN
 R.O.W PRIOR TO ANY CONSTRUCTION BEGINS.
 8. SUBMIT PERVIOUS AND IMPERVIOUS AREA
 FOR ENTIRE SITE.
 9. COVER FOR PUBLIC STORM WATER MANHOLE
 MUST HAVE CITY' LOGO.
 10. PLEASE SHOW WHERE THE ST2-2, ST-2-3,
 ST-2-1 AS DETAILED ON SHEET C-4 ARE
 GOING TO BE USED.
 11. CITY STANDARDS MAY BE OBTAIN FROM
 PUBLIC UTILITIES AND ENGINEERING.
 12. PLEASE NOTE THAT THE PROPOSED SITE
 HAS NOT BEEN APPROVED BY PLANNING AND
 ZONING.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 7 Status P Date 2007-02-23 Cont ID  
Sent By mawillia Date 2007-02-23 Time 20:21 Rev Time 0.00
Received By mawillia Date 2007-02-23 Time 20:21 Sent To  
Notes
2007-02-23 20:23:55*****REVISION APPROVED*****
  
 PLAN SHEETS A1.5 AND LS1.1 WERE STAMPED, INITIALED, AND
 DATED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 6 Status N Date 2006-06-16 Cont ID  
Sent By mwennerg Date 2006-06-16 Time 09:00 Rev Time 0.00
Received By mwennerg Date 2006-06-16 Time 08:59 Sent To  
Notes
2006-06-16 00:00:00***PROVISO***
  
 NO FIRE PROTECTION OR LIFE SAFETY SHEETS
 SUBMITTED FOR REVISION. PLEASE COMPLY
 WITH OTHER REVIEW COMMENTS.
  
  
 MIKE WENNERGREN, CAPTAIN/WPBFR
 FIRE PLAN REVIEW (561) 805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status P Date 2004-12-21 Cont ID  
Sent By mcarsill Date 2004-12-21 Time 15:05 Rev Time 0.00
Received By mcarsill Date 2004-12-21 Time 15:04 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2004-07-28 Cont ID  
Sent By mcarsill Date 2004-07-28 Time 15:11 Rev Time 0.00
Received By mcarsill Date 2004-07-28 Time 08:05 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status N Date 2004-07-27 Cont ID  
Sent By mcarsill Date 2004-07-27 Time 13:16 Rev Time 0.00
Received By mcarsill Date 2004-07-27 Time 13:15 Sent To  
Notes
2004-07-27 00:00:00LOCATED WITHIN A LARGE AMOUNT OF
 PAPERWORK A SET OF FIRE SPRINKLER
 PLANS WERE PRESENT. THESE WILL NOT
 BE APPROVED AT THIS TIME SINCE THESE
 PLANS WERE NOT UNDER A SEPARATE PERMIT
 AND WERE SUBMITTED WITH PAPERWORK
 FOR THE ENTIRE BUILDING.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2004-06-03 Cont ID  
Sent By mcarsill Date 2004-06-03 Time 16:22 Rev Time 0.00
Received By mcarsill Date 2004-06-03 Time 16:22 Sent To  
Notes
2004-06-03 00:00:001) MORE DETAILS REQUIRED FOR ALUMINUM
 ROLLING SHUTTERS AND HOW DO THEY
 FUNCTION. WHAT ARE THERE PURPOSE.
  
 2) FIRE ALARM CIRCUITS SHALL BE CLASS
 A, STYLE D OR BE FULLY ADDRESSABLE.
 END OF LINE RESISTORS ARE SHOWN.
 PLEASE ADVISE.
  
 3) EXIT SIGN MISSING FROM REAR DOOR
 ON PAGE E-3.1.
  
 4) EXIT SIGN MISSING FROM PAGE E-2.2
 NEAR DOOR LEADING TO EXTERIOR.
  
 5) FIRE DEPARTMENT CONNECTION SHOWN
 IN TWO DIFFERENT LOCATIONS. ONE
 INDICATES IT ON THE BACKFLOW THE
 OTHER LOCATION SHOWS IT ON THE
 BUILDING. PLEASE ADVISE. ALSO
 ACCORDING TO DEAN LAUDERMILK OF
 UTILITIES THE BACKFLOW IS IN THE
 WRONG LOCATION. PLEASE CONSULT WITH
 HIM WITH REGARDS TO THI MATTER.
  
 6) SOME GENERATOR NOTES STILL EXIST
 ON THE ELECTRICAL PLANS. PLEASE
 REMOVE THESE FROM THE DRAWINGS.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2004-04-09 Cont ID  
Sent By mcarsill Date 2004-04-09 Time 10:35 Rev Time 0.00
Received By mcarsill Date 2004-04-09 Time 10:35 Sent To  
Notes
2004-04-09 00:00:001) ELECTRONIC SWITCHES, CHAIN AND
 LOCK WILL BE REQUIRED ON THE FIRE
 LINE BACKFLOW DEVICE.
  
 2) THE FIRE DEPARTMENT CONNECTION
 SHALL HAVE KNOX-BOX LOCKING CAPS
 INSTALLED.
  
 3) A KNOX-BOX WILL BE REQUIRED.
  
 4) THE NEW FIRE ALARM SYSTEM SHALL BE
 UL LISTED FOR CENTRAL STATION SERVICE.
  
 5) ALL SHAFTS THAT ARE LARGE ENOUGH FOR
 PERSONS TO FALL INTO MUST BE MARKED
 SHAFTWAY WITH SIX HIGH LETTERS.
  
 6) EXIT STAIRS ARE TO BE KEPT UP WITH
 CONSTRUCTION.
  
 7) TEMPORARY STANDPIPE SYSTEMS ARE
 REQUIRED WHEN THE BUILDING REACHES
 THREE STORIES OR THIRTY FEET IN
 HEIGHT.
  
 8) PLEASE PROVIDE MORE DETAILS FOR THE
 PROPOSED GENERATOR LOCATED ON THE
 ROOF.
  
 9) PLEASE INDICATE INTERIOR FINISH
 CLASSIFICATION FOR WALLS AND CEILINGS.
  
 10) ELEVATOR WARNING SIGNS ARE REQUIRED
 ON EVERY FLOOR NEAR THE ELEVATOR
 OPENING.
  
 11) BUILDING IS LOCATED IN THE CITY
 FIRE LIMITS. CERTAIN RESTRICTIONS WILL
 APPLY. PLEASE SEE APPENDIX F, LOCAL
 AMENDMENTS TO THE FLORIDA BUILDING CODE.
  
 12) ARCHITECTURAL TRIM LOCATED IN THE
 CITY FIRE LIMTS SHALL BE
 NONCOMBUSTIBLE. FOAM TRIM NOTED ON ROOF
 DETAILS PAGE.
  
 13) BUILDING ADDRESS REQUIRED ON
 PROPER ELEVATION. A MINIMUM OF 6"
 NUMBERS REQUIRED.
  
 14) PLEASE PROVIDE PRESCRIPTIVE
 STRENGTH REQUIREMENTS FOR ALL HANDRAILS
 AND GUARDRAILS.
  
 15) IS THE BUILDING A SINGLE OR
 MULTIPLE TENANT ARRANGEMENT. PLEASE
 ADVISE.
  
 16) PLEASE INDICATE RISER SIZES FOR
 STAIR # 2.
  
 17) PLEASE DISPLAY SPHERE RESISTANCE
 ON HANDRAIL/GUARDRAIL @ STAIR DETAIL.
  
 18) DUCT SMOKE DETECTORS ARE REQUIRED
 IN ALL AIR HANDLING SYSTEMS OVER 2000
 CFM. WHEN ACTIVATED, THESE SYSTEMS SHALL
 CAUSE THESE SYSTEMS TO STOP AND
 ACTIVATE THE FIRE ALARM SYSTEM.
  
 19) EMERGENCY LIGHTING REQUIRED IN FIRE
 PUMP ROOM.
  
 20) 2 1/2 TO 1 1/2 REDUCERS REQUIRED
 ON STANDPIPE SYSTEM.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 61 Status N Date 2007-08-21 Cont ID  
Sent By adarroug Date 2007-08-21 Time 15:56 Rev Time 0.00
Received By adarroug Date 2007-08-21 Time 15:56 Sent To M
Notes
2007-08-21 15:57:01TO "M" BOX/RESTAMP
Review Stop I INCOMING/PROCESSING
Rev No 60 Status N Date 2007-08-13 Cont ID  
Sent By adarroug Date 2007-08-13 Time 09:53 Rev Time 0.00
Received By adarroug Date 2007-08-13 Time 09:53 Sent To B
Notes
2007-08-13 09:53:35TO "RBROWN" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 59 Status N Date 2007-08-09 Cont ID  
Sent By dpalmer Date 2007-08-09 Time 10:42 Rev Time 0.00
Received By dpalmer Date 2007-08-09 Time 10:42 Sent To E
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 58 Status N Date 2007-08-01 Cont ID  
Sent By adarroug Date 2007-08-01 Time 09:51 Rev Time 0.00
Received By adarroug Date 2007-08-01 Time 09:51 Sent To E
Notes
2007-08-01 09:52:32TO "DPALMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 57 Status N Date 2007-07-19 Cont ID  
Sent By adarroug Date 2007-07-19 Time 08:51 Rev Time 0.00
Received By adarroug Date 2007-07-19 Time 08:51 Sent To P
Notes
2007-07-19 08:51:23TO "P" BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 56 Status N Date 2007-07-19 Cont ID  
Sent By adarroug Date 2007-07-19 Time 08:30 Rev Time 0.00
Received By adarroug Date 2007-07-19 Time 08:30 Sent To  
Notes
2007-07-27 16:17:55TO "COMM" BD#33
2007-07-19 08:30:45WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 55 Status N Date 2007-07-03 Cont ID  
Sent By adarroug Date 2007-07-03 Time 10:48 Rev Time 0.00
Received By adarroug Date 2007-07-03 Time 10:48 Sent To B
Notes
2007-07-03 10:48:52TO "RBROWN" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 54 Status N Date 2007-06-26 Cont ID  
Sent By adarroug Date 2007-06-26 Time 15:25 Rev Time 0.00
Received By adarroug Date 2007-06-26 Time 15:25 Sent To Z
Notes
2007-06-26 15:25:28TO "Z" BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 53 Status N Date 2007-06-15 Cont ID  
Sent By adarroug Date 2007-06-15 Time 14:18 Rev Time 0.00
Received By adarroug Date 2007-06-15 Time 14:18 Sent To B
Notes
2007-06-15 14:19:57TO "RBROWN" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 52 Status N Date 2007-05-23 Cont ID  
Sent By adarroug Date 2007-05-23 Time 08:32 Rev Time 0.00
Received By adarroug Date 2007-05-23 Time 08:32 Sent To  
Notes
2007-05-24 16:02:16 
  
 SENT TO R BROWN'S DESK FOR REVIEW.
2007-05-23 08:33:04WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 51 Status N Date 2007-05-17 Cont ID  
Sent By adarroug Date 2007-05-17 Time 13:35 Rev Time 0.00
Received By adarroug Date 2007-05-17 Time 13:35 Sent To E
Notes
2007-05-17 13:35:41TO "DPALMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 50 Status N Date 2007-05-14 Cont ID  
Sent By adarroug Date 2007-05-14 Time 13:36 Rev Time 0.00
Received By adarroug Date 2007-05-14 Time 13:36 Sent To B
Notes
2007-05-14 13:37:00TO "RBROWN" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 49 Status N Date 2007-05-01 Cont ID  
Sent By adarroug Date 2007-05-01 Time 15:10 Rev Time 0.00
Received By adarroug Date 2007-05-01 Time 15:10 Sent To E
Notes
2007-05-01 15:11:04TO "DPALMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 48 Status   Date 2007-04-23 Cont ID  
Sent By adarroug Date 2007-04-23 Time 15:07 Rev Time 0.00
Received By adarroug Date 2007-04-23 Time 15:07 Sent To  
Notes
2007-05-01 15:07:42TO "COMM" BD#8
Review Stop I INCOMING/PROCESSING
Rev No 47 Status N Date 2007-04-23 Cont ID  
Sent By adarroug Date 2007-04-23 Time 14:19 Rev Time 0.00
Received By adarroug Date 2007-04-23 Time 14:19 Sent To E
Notes
2007-04-23 14:19:58TO "DPALMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 46 Status N Date 2007-04-20 Cont ID  
Sent By adarroug Date 2007-04-20 Time 11:41 Rev Time 0.00
Received By adarroug Date 2007-04-20 Time 11:41 Sent To M
Notes
2007-04-20 11:42:15TO "M" BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 45 Status N Date 2007-04-12 Cont ID  
Sent By adarroug Date 2007-04-12 Time 11:07 Rev Time 0.00
Received By adarroug Date 2007-04-12 Time 11:07 Sent To B
Notes
2007-04-12 11:07:41TO "RBROWN" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 44 Status N Date 2007-04-03 Cont ID  
Sent By spalmer Date 2007-04-03 Time 18:07 Rev Time 0.00
Received By spalmer Date 2007-04-03 Time 18:07 Sent To B
Notes
2007-04-03 18:07:31TO ROBERT BROWN
Review Stop I INCOMING/PROCESSING
Rev No 43 Status N Date 2007-03-26 Cont ID  
Sent By spalmer Date 2007-03-26 Time 18:08 Rev Time 0.00
Received By spalmer Date 2007-03-26 Time 18:08 Sent To M
Notes
2007-03-26 18:09:18TO RON REGUEIRO
Review Stop I INCOMING/PROCESSING
Rev No 42 Status N Date 2007-03-21 Cont ID  
Sent By adarroug Date 2007-03-21 Time 15:24 Rev Time 0.00
Received By adarroug Date 2007-03-21 Time 15:24 Sent To B
Notes
2007-03-21 15:24:37TO "RBROWN" DESK/1 REV AND 1 SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 41 Status N Date 2007-03-10 Cont ID  
Sent By adarroug Date 2007-03-10 Time 14:09 Rev Time 0.00
Received By adarroug Date 2007-03-10 Time 14:09 Sent To E
Notes
2007-03-10 14:09:52TO "DPALMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 40 Status N Date 2007-02-13 Cont ID  
Sent By adarroug Date 2007-02-13 Time 10:08 Rev Time 0.00
Received By adarroug Date 2007-02-13 Time 10:08 Sent To E
Notes
2007-02-13 10:09:42TO "DPALMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 39 Status N Date 2007-02-05 Cont ID  
Sent By rbrown Date 2007-02-05 Time 12:25 Rev Time 0.00
Received By rbrown Date 2007-02-05 Time 12:25 Sent To  
Notes
2007-02-05 12:26:38LETTER SUBMITTAL FROM MECHANICAL ENGINEER.SENT TO TOM
 GORDON'S DESK.
Review Stop I INCOMING/PROCESSING
Rev No 38 Status N Date 2007-02-02 Cont ID  
Sent By adarroug Date 2007-02-02 Time 11:39 Rev Time 0.00
Received By adarroug Date 2007-02-02 Time 11:39 Sent To  
Notes
2007-03-16 13:47:553/16/07--PLANS ROUTED TO "RBROWN" DESK FROM "COMM"
 BD#40
2007-02-08 11:30:40TO "COMM" BD#40
2007-02-02 11:40:37WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 37 Status N Date 2007-01-30 Cont ID  
Sent By adarroug Date 2007-01-30 Time 11:37 Rev Time 0.00
Received By adarroug Date 2007-01-30 Time 11:37 Sent To M
Notes
2007-01-30 11:37:40TO "M" BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 36 Status N Date 2007-01-24 Cont ID  
Sent By adarroug Date 2007-01-24 Time 11:26 Rev Time 0.00
Received By adarroug Date 2007-01-24 Time 11:26 Sent To E
Notes
2007-01-24 11:26:28TO "DPALMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 35 Status N Date 2007-01-17 Cont ID  
Sent By adarroug Date 2007-01-17 Time 12:22 Rev Time 0.00
Received By adarroug Date 2007-01-17 Time 12:22 Sent To E
Notes
2007-01-17 12:23:06TO "DPALMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 34 Status N Date 2007-01-10 Cont ID  
Sent By adarroug Date 2007-01-10 Time 10:21 Rev Time 0.00
Received By adarroug Date 2007-01-10 Time 10:21 Sent To P
Notes
2007-01-10 10:21:56TO "P" BOX/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 33 Status N Date 2006-12-08 Cont ID  
Sent By adarroug Date 2006-12-08 Time 08:31 Rev Time 0.00
Received By adarroug Date 2006-12-08 Time 08:31 Sent To E
Notes
2006-12-08 08:32:08TO "DPALMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 32 Status N Date 2006-11-13 Cont ID  
Sent By adarroug Date 2006-11-13 Time 14:54 Rev Time 0.00
Received By adarroug Date 2006-11-13 Time 14:54 Sent To  
Notes
2006-11-13 14:56:02TO "DPALMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 31 Status N Date 2006-10-14 Cont ID  
Sent By adarroug Date 2006-10-14 Time 17:46 Rev Time 0.00
Received By adarroug Date 2006-10-14 Time 17:46 Sent To E
Notes
2006-10-14 17:47:10TO "DPALMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 30 Status N Date 2006-07-22 Cont ID  
Sent By adarroug Date 2006-07-22 Time 17:17 Rev Time 0.00
Received By adarroug Date 2006-07-22 Time 17:16 Sent To  
Notes
2006-08-09 00:00:00TO "COMM" BD#49
2006-07-22 00:00:00WAITING FOR "COMM" BD-REV
Review Stop I INCOMING/PROCESSING
Rev No 29 Status N Date 2006-06-23 Cont ID  
Sent By adarroug Date 2006-06-23 Time 09:53 Rev Time 0.00
Received By adarroug Date 2006-06-23 Time 09:53 Sent To B
Notes
2006-06-23 00:00:00TO "RBROWN" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 28 Status N Date 2006-06-07 Cont ID  
Sent By adarroug Date 2006-06-07 Time 17:36 Rev Time 0.00
Received By adarroug Date 2006-06-07 Time 17:36 Sent To B
Notes
2006-06-07 00:00:00TO "RBROWN" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 27 Status N Date 2006-05-03 Cont ID  
Sent By adarroug Date 2006-05-03 Time 11:57 Rev Time 0.00
Received By adarroug Date 2006-05-03 Time 11:57 Sent To B
Notes
2006-05-03 00:00:00TO "RBROWN" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 26 Status N Date 2006-04-24 Cont ID  
Sent By adarroug Date 2006-04-24 Time 15:19 Rev Time 0.00
Received By adarroug Date 2006-04-24 Time 15:19 Sent To B
Notes
2006-04-24 00:00:00TO "RBROWN" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 25 Status N Date 2006-04-19 Cont ID  
Sent By adarroug Date 2006-04-19 Time 12:58 Rev Time 0.00
Received By adarroug Date 2006-04-19 Time 12:58 Sent To  
Notes
2006-05-05 00:00:00TO "COMM" BD#41-REV
2006-04-19 00:00:00WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 24 Status N Date 2006-04-17 Cont ID  
Sent By adarroug Date 2006-04-17 Time 15:06 Rev Time 0.00
Received By adarroug Date 2006-04-17 Time 15:06 Sent To B
Notes
2006-04-17 00:00:00TO "RBROWN" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 23 Status N Date 2006-02-08 Cont ID  
Sent By adarroug Date 2006-02-08 Time 14:29 Rev Time 0.00
Received By adarroug Date 2006-02-08 Time 14:29 Sent To P
Notes
2006-02-08 00:00:00TO "P" BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 22 Status N Date 2005-11-30 Cont ID  
Sent By adarroug Date 2005-11-30 Time 08:36 Rev Time 0.00
Received By adarroug Date 2005-11-30 Time 08:36 Sent To B
Notes
2005-11-30 00:00:00TO "RBROWN" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 21 Status N Date 2005-08-31 Cont ID  
Sent By adarroug Date 2005-08-31 Time 10:50 Rev Time 0.00
Received By adarroug Date 2005-08-31 Time 10:50 Sent To B
Notes
2005-08-31 00:00:00TO "RBROWN" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 20 Status N Date 2005-07-29 Cont ID  
Sent By adarroug Date 2005-07-29 Time 14:14 Rev Time 0.00
Received By adarroug Date 2005-07-29 Time 14:14 Sent To B
Notes
2005-07-29 00:00:00TO "RBROWN" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 19 Status N Date 2005-07-25 Cont ID  
Sent By adarroug Date 2005-07-25 Time 14:31 Rev Time 0.00
Received By adarroug Date 2005-07-25 Time 14:31 Sent To M
Notes
2005-07-25 00:00:00TO "M" BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 18 Status N Date 2005-07-18 Cont ID  
Sent By adarroug Date 2005-07-18 Time 12:06 Rev Time 0.00
Received By adarroug Date 2005-07-18 Time 12:06 Sent To B
Notes
2005-07-18 00:00:00TO "RBROWN" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 17 Status N Date 2005-07-05 Cont ID  
Sent By adarroug Date 2005-07-05 Time 15:52 Rev Time 0.00
Received By adarroug Date 2005-07-05 Time 15:52 Sent To B
Notes
2005-07-05 00:00:00TO "RBROWN" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 16 Status N Date 2005-07-05 Cont ID  
Sent By adarroug Date 2005-07-05 Time 15:51 Rev Time 0.00
Received By adarroug Date 2005-07-05 Time 15:50 Sent To P
Notes
2005-07-05 00:00:00TO "KSTEVENS" BOX/REVISION
Review Stop I INCOMING/PROCESSING
Rev No 15 Status N Date 2005-06-02 Cont ID  
Sent By adarroug Date 2005-06-02 Time 15:14 Rev Time 0.00
Received By adarroug Date 2005-06-02 Time 15:14 Sent To B
Notes
2005-06-02 00:00:00TO "RBROWN" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 14 Status N Date 2005-06-01 Cont ID  
Sent By adarroug Date 2005-06-01 Time 08:03 Rev Time 0.00
Received By adarroug Date 2005-06-01 Time 08:03 Sent To B
Notes
2005-06-01 00:00:00TO "RBROWN" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 13 Status N Date 2005-06-01 Cont ID  
Sent By adarroug Date 2005-06-01 Time 08:01 Rev Time 0.00
Received By adarroug Date 2005-06-01 Time 08:01 Sent To E
Notes
2005-06-01 00:00:00TO "DPALMER" DESK/REVISION
Review Stop I INCOMING/PROCESSING
Rev No 12 Status N Date 2005-05-24 Cont ID  
Sent By adarroug Date 2005-05-24 Time 18:16 Rev Time 0.00
Received By adarroug Date 2005-05-24 Time 18:16 Sent To P
Notes
2005-05-24 00:00:00TO "KSTEVENS" BOX
Review Stop I INCOMING/PROCESSING
Rev No 11 Status N Date 2005-04-11 Cont ID  
Sent By adarroug Date 2005-04-11 Time 11:44 Rev Time 0.00
Received By adarroug Date 2005-04-11 Time 11:44 Sent To B
Notes
2005-04-11 00:00:00TO "RBROWN" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 10 Status N Date 2005-03-23 Cont ID  
Sent By adarroug Date 2005-03-23 Time 13:13 Rev Time 0.00
Received By adarroug Date 2005-03-23 Time 13:13 Sent To B
Notes
2005-03-23 00:00:00TO "RBROWN" BOX/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2005-01-20 Cont ID  
Sent By mjacobs Date 2005-01-20 Time 14:16 Rev Time 0.00
Received By mjacobs Date 2005-01-20 Time 14:16 Sent To B
Notes
2005-01-20 00:00:00TO "RB" DESK/LETTERS.
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2004-12-21 Cont ID  
Sent By mjacobs Date 2004-12-21 Time 12:41 Rev Time 0.00
Received By mjacobs Date 2004-12-21 Time 12:41 Sent To B
Notes
2004-12-21 00:00:00SENT TO "RB" DESK.
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2004-12-15 Cont ID  
Sent By mjacobs Date 2004-12-15 Time 13:36 Rev Time 0.00
Received By mjacobs Date 2004-12-15 Time 13:36 Sent To  
Notes
2004-12-15 00:00:00SENT TO "COMM BD#45"
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2004-11-08 Cont ID  
Sent By csiegber Date 2004-11-08 Time 16:10 Rev Time 0.00
Received By csiegber Date 2004-11-08 Time 16:10 Sent To  
Notes
2004-11-08 00:00:00TO COMM BD#33
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2004-09-14 Cont ID  
Sent By csiegber Date 2004-09-14 Time 11:41 Rev Time 0.00
Received By csiegber Date 2004-09-14 Time 11:41 Sent To B
Notes
2004-09-14 00:00:00TO RB DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2004-08-03 Cont ID  
Sent By csiegber Date 2004-08-03 Time 13:38 Rev Time 0.00
Received By csiegber Date 2004-08-03 Time 13:38 Sent To B
Notes
2004-08-03 00:00:00TO RB DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2004-06-28 Cont ID  
Sent By csiegber Date 2004-06-28 Time 15:24 Rev Time 0.00
Received By csiegber Date 2004-06-28 Time 15:24 Sent To  
Notes
2004-06-28 00:00:00TO COMM BD#58
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2004-06-03 Cont ID  
Sent By csiegber Date 2004-06-03 Time 11:48 Rev Time 0.00
Received By csiegber Date 2004-06-03 Time 11:48 Sent To  
Notes
2004-06-03 00:00:00TO COMM BD#39
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2004-05-14 Cont ID  
Sent By rbrown Date 2004-05-14 Time 17:54 Rev Time 0.00
Received By rbrown Date 2004-04-07 Time 16:23 Sent To  
Notes
2004-04-07 00:00:00TO COMM BD#39
Review Stop M MECHANICAL (A/C)
Rev No 15 Status F Date 2007-08-21 Cont ID  
Sent By rregueir Date 2007-08-21 Time 19:16 Rev Time 0.00
Received By rregueir Date 2007-08-21 Time 18:41 Sent To  
Notes
2007-08-21 18:49:25PLANS BROUGHT IN FOR RESTAMP. SOME PAGES ARE NOT THE
 LATEST REVISION. OTHER PAGES ARE NOT SIGNED AND SEALED
 BY THE DESIGNER OF RECORD. UNABLE TO RESTAMP AT THIS
 TIME. BELOW IS A LIST OF THE PAGES ALONG WITH THE
 LATEST CORRESPONDING REVISION FOUND IN THE PERMIT SET
 OF PLANS. PROVIDE AN ACCURATE SET OF PLANS FOR RESTAMP
 WHICH HAS ALL THE LATEST PAGES SIGNED AND SEALED.
  
 M0.1 REV 1 4/29/04
 M2.1 REV 6 4/16/07
 M2.2 REV 1 10/18/04
 M2.3 REV 2 10/18/04
 M3.1 REV 1 10/18/04
 M3.2 REV 1 10/18/04
  
 PG M4.1 WHICH WAS PROVIDED FOR RESTAMP HAS REVISIONS
 WHICH ARE NOT IN THE PERMIT SET OF PLANS. THIS PAGE
 MUST BE SUBMITTED (2 COPIES) AND REVIEWED AS A REVISION
 BEFORE IT CAN BE STAMPED.
  
 RONALD J REGUEIRO
 561.805.6719
 [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 14 Status P Date 2007-04-23 Cont ID  
Sent By tgordon Date 2007-04-23 Time 13:42 Rev Time 0.45
Received By tgordon Date 2007-04-23 Time 13:42 Sent To  
Notes
2007-04-23 13:43:34REVISION TO MECHANICAL PLANS PAGE M-2.1.
Review Stop M MECHANICAL (A/C)
Rev No 13 Status P Date 2007-03-27 Cont ID  
Sent By rregueir Date 2007-03-27 Time 18:50 Rev Time 0.00
Received By rregueir Date 2007-03-27 Time 17:30 Sent To  
Notes
2007-03-27 18:17:55REVISED PG M2.1
  
 ------------------PROVISO-------------------
  
 VAV 107 IS MISSING DUCT SIZE. PLEASE REVISE AND
 RESUBMIT OR PROVIDE MISSING INFORMATION VIA SIGNED,
 SEALED LETTER FROM THE ENGINEER OF RECORD.
  
 RONALD J REGUEIRO
 561-805-6719
 [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 12 Status F Date 2007-02-12 Cont ID  
Sent By rregueir Date 2007-02-12 Time 08:58 Rev Time 0.00
Received By rregueir Date 2007-02-09 Time 15:09 Sent To  
Notes
2007-02-12 09:05:00----------------DENIED-----------------
  
 1. EF 1 RISER HAS BEEN DELETED FROM PLAN. NO PROVISION
 HAS BEEN MADE FOR DISCHARGE OF EXHAUST FROM FIRST FLOOR
 BATHROOMS. PLEASE CLARIFY. PERHAPS A REVISED PAGE M2.1
 IS NEEDED OR MISSING FROM THIS SUBMITTAL.
  
 2. PLEASE PROVIDE A RISER DETAIL SHOWING COMPLIANCE
 WITH 607.1.3 FIRE DAMPER EXCEPTIONS. PLEASE NOTE:
 EXCEPTION #2 APPLIES TO RETURN RISERS AND A CONSTANT
 UPWARD AIRFLOW IS NEEDED.
  
 3. PG M-0.1NOTE (U) STATES THAT ABOVE CEILING AREAS
 ARE TO BE USED AS RETURN AIR PLENUMS. EXHAUST DUCTS
 UNDER POSITIVE PRESSURE SHALL NOT EXTEND INTO OR PASS
 THROUGH A PLENUM PER FBC,M 601.3. BY DELETING THE
 ROOFTOP FANS AND USING CEILING MOUNTED FANS, THE
 EXHAUST DUCTS ABOVE CEILING HAVE GONE FROM NEGATIVE
 PRESSURE TO POSITIVE PRESSURE AND SHALL NOT BE LOCATED
 IN A PLENUM.
  
 REVIEWED BY:
 RONALD J REGUEIRO
 561-805-6719
 [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 11 Status P Date 2007-02-06 Cont ID  
Sent By tgordon Date 2007-02-06 Time 14:24 Rev Time 1.00
Received By tgordon Date 2007-02-06 Time 14:23 Sent To  
Notes
2007-02-06 14:27:34SUBMITTAL FOR FIREWRAP TO WRAP PVC PIPE IN THE RETURN
 AIR PLENUM, REVISION TO PAGE P-0.1 WAS APPROVED PER
 HAROLD MOSER.
Review Stop M MECHANICAL (A/C)
Rev No 10 Status F Date 2007-01-31 Cont ID  
Sent By tgordon Date 2007-01-31 Time 14:25 Rev Time 0.45
Received By tgordon Date 2007-01-31 Time 14:25 Sent To  
Notes
2007-01-31 14:30:58REVISION TO PAGE P-0.1 FIREWRAP
 *** DENIED ***
 1) MECHANICAL AND PLUMBING ENGINEER ON FILE IS NELSON
 R. LONG, SO HE WOULD NEED TO SEAL THE SUBMITTAL AND
 REVISED PLAN.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729.
Review Stop M MECHANICAL (A/C)
Rev No 9 Status F Date 2006-07-14 Cont ID  
Sent By pkrauss Date 2006-07-14 Time 10:38 Rev Time 0.00
Received By pkrauss Date 2006-07-14 Time 10:38 Sent To  
Notes
2006-07-14 00:00:00DENIED:
 PER DISCUSSION WITH THE BUILDING
 OFFICAL, THIS APPLICATION OF THE
 FIREWRAP+ IS ACCEPTABLE IF THE ENGINEER
 OF RECORD SUBMITS REVISED PLANS
 INDICATING WHAT SYSTEMS WILL REQUIRE THE
 INSTALLATION OF THE FIREWRAP+ TO MEET
 CODE COMPLIANCE.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 8 Status F Date 2006-05-26 Cont ID  
Sent By pkrauss Date 2006-05-26 Time 15:34 Rev Time 0.00
Received By pkrauss Date 2006-05-26 Time 15:34 Sent To  
Notes
2006-05-26 00:00:00SUBMITTAL FOR FIREWRAP+ FOR THE PURPOSE
 TO WRAP PVC (COMBUSTIBLE PIPE) IN THE
 RETURN AIR PLENUM.
  
 THIS MUST BE SUBMITTED BY THE ENGINEER
 UNDER ALTERNATE METHODS & MATERIALS.
 PROVIDE DETAIL OF EXCACTLY WHAT
 MATERIALS WILL BE REQUIRED TO HAVE THE
 FIREWRAP.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 7 Status F Date 2006-05-15 Cont ID  
Sent By pkrauss Date 2006-05-15 Time 07:09 Rev Time 0.00
Received By pkrauss Date 2006-05-15 Time 07:09 Sent To  
Notes
2006-05-15 00:00:00DENIED:
 1.PLAN SHEET M-2.1, EF-1 IS NOW
 TERMINATING AT THE FIRST FLOOR WALL.
 PLAN SHEET M-2.2 AND M-2.3 INDICATE EF-1
 STILL TERMIATING AT THE ROOF.PLEASE
 REVISE PLANS TO REFLECT THE PROPER
 TERMINATION.
  
 2.PLAN SHEET M-2.1, SUPPLY & RETURN
 DUCTS TO RTU-1 ARE REQUIRED TO HAVE FIRE
 DAMPERS AT THE FLOOR WHERE THEY LEAVE
 THE RATED SHAFT IN ACCORDANCE WITH 1999
 NFPA 90A 3-3.4.4 & 2001 FBC 705.6.4.
  
 3.COMMENT #2 ALSO APPLIES TO PLAN
 SHEET M-2.2 2ND FLOOR WHERE THE DUCT
 PASSES THROUGH THE RATED FLOOR FROM
 RTU-2.PLEASE REVISE PLANS TO INDICATE
 ALL FIRE DAMPER/ACCESS DOORS FOR ALL
 RTU'S.
  
 4.PLEASE NOTE, SHOULD THE EXHAUST
 SHAFTS FOR EF-3 & EF-2 BE A SUB-DUCT
 METHOD, FIRE DAMPERS WILL NOT BE
 REQUIRED.PLEASE CLARIFY.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 6 Status F Date 2005-07-27 Cont ID  
Sent By pkrauss Date 2005-07-27 Time 11:47 Rev Time 1.00
Received By pkrauss Date 2005-07-27 Time 11:47 Sent To  
Notes
2005-07-27 00:00:00DENIED:
 1. PLANS SUBMITTED FOR REVISION ARE NOT
 SIGNED, SEALED AND DATED BY THE ENGINEER
 OF RECORD. PER FS 471.033(J)AN
 ENGINEER SHALL NOT AFFIX SEAL, NAME OR
 SIGNATURE TO ANY DRAWINGS,
 SPECIFICATIONS, OR REPORTS THAT WERE NOT
 PREPARED BY SAID INDIVIDUAL.
  
 2. ENGINEERS SHALL LEGIBLY INDICATE
 THEIR NAME, ADDRESS, AND NUMBER OR TITLE
 BLOCK ON EACH SHEET IN ACCORDANCE WITH
 FAC 61G15-23.002 (2).
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2004-12-29 Cont ID  
Sent By pkrauss Date 2004-12-29 Time 09:42 Rev Time 0.55
Received By pkrauss Date 2004-12-29 Time 09:42 Sent To  
Notes
2004-12-29 00:00:00PROVISO:
 DUCTS THAT EXTEND THROUGH MORE THAN ONE
 FLOOR SHALL BE PROTECTED BY A SHAFT
 ENCLOSURE PER 2001 FBC(M)607.4.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 4 Status F Date 2004-12-01 Cont ID  
Sent By pkrauss Date 2004-12-01 Time 15:08 Rev Time 0.55
Received By pkrauss Date 2004-12-01 Time 14:21 Sent To  
Notes
2004-12-01 00:00:00PLANS ARE CODE COMPLIANT.PLEASE SEE
 COMMENTS BY ROBERT BROWN, BUILDING PLAN
 REVIEW.PROVIDE ADDITIONAL SET OF PLANS
 AS REQUIRED.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
  
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2004-07-07 Cont ID  
Sent By pkrauss Date 2004-07-07 Time 07:46 Rev Time 0.45
Received By pkrauss Date 2004-07-07 Time 07:24 Sent To  
Notes
2004-07-07 00:00:00PROVISO:
 RESPONSE TO PROVISO DATED JUNE 24,2004;
 SHAFT INDICATED ON THE ARCHITECTURAL
 DRAWINGS.PLAN DOES NOT INDICATE FIRE
 DAMPERS ON THE DUCT PENTRATING THE SHAFT
 WALLS ON FLOORS 1 THROUGH 3.
  
 FAN SHUT DOWN BY DUCT SMOKE DETECTORS
 REQUIRED PER 2001 FBC(M) 606.2.1.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2004-06-09 Cont ID  
Sent By pkrauss Date 2004-06-09 Time 12:42 Rev Time 0.45
Received By pkrauss Date 2004-06-09 Time 12:41 Sent To  
Notes
2004-06-11 00:00:00PROVISO:
 DUCTS THAT EXTEND THROUGH MORE THAN ONE
 FLOOR SHALL BE PROTECTED BY A SHAFT
 ENCLOSURE PER 2001 FBC(M)607.4.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2004-04-16 Cont ID  
Sent By pkrauss Date 2004-04-16 Time 07:49 Rev Time 1.10
Received By pkrauss Date 2004-04-16 Time 06:51 Sent To  
Notes
2004-04-16 00:00:00DENIED:
 1.PLAN SHEET A3.2 DETAIL 01, INDICATES
 HVAC CHASE WITH FIRE DAMPER.PLEASE
 INDICATE SHAFT ON MECHANICAL PLAN.PER
 2001 FBC(M) 607.6, SPECIFIC LOCATION OF
 EACH FIRE DAMPER, FIRE DOOR & CEILING
 DAMPER.IDENTIFY FIRE DAMPERS ON THE
 MECHANICAL PLAN.
  
 2.DUCT SMOKE DETECTORS REQUIRED PER
 2001 FBC(M) 606.2.1.(NOT SHOWN ON THE
 MECHANICAL PLAN)
  
 3.NO COMBUSTIBLES ABOVE THE CEILING
 IN THE RETURN AIR PLENUM.
  
 4.PLEASE CLARIFY THE PURPOSE OF THE
 BARAMETRIC RELIEF SHOWN ON FLOORS 1-4.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop P PLUMBING
Rev No 10 Status P Date 2006-08-21 Cont ID  
Sent By kstevens Date 2006-08-21 Time 17:10 Rev Time 0.00
Received By kstevens Date 2006-08-21 Time 17:10 Sent To  
Notes
2006-08-21 00:00:00SHTS P-2.2, P-2.3, P-3.1, & P-3.2 - OK
  
  
 REVISION FOR PLUMBING APPROVED
  
 REVISION REQUIRED FOR SHT A4.3 TO SHOW
 NEW ARRANGEMENT FOR 2ND, 3RD, AND 4TH
 FLOOR TOILET ROOMS. SUBMIT A DETAIL FOR
 THE SHOWER SHOWING COMPLIANCE WITH
 SECTION 11-4.21 AND ALL SUBSECTIONS.
  
  
  
  
  
  
  
  
  
  
 .
Review Stop P PLUMBING
Rev No 9 Status P Date 2006-06-18 Cont ID  
Sent By pschmitz Date 2006-06-18 Time 11:32 Rev Time 0.00
Received By pschmitz Date 2006-06-18 Time 11:32 Sent To  
Notes
2006-06-18 00:00:00REVISION P-2.1,P-3.2 AS REQUIRED PER KS
 REVIEW BY PES
Review Stop P PLUMBING
Rev No 8 Status P Date 2006-02-21 Cont ID  
Sent By kstevens Date 2006-02-21 Time 19:02 Rev Time 0.00
Received By kstevens Date 2006-02-21 Time 19:02 Sent To  
Notes
2006-02-21 00:00:00REVISION OK
  
 SHTS P-2.2 & P-3.1 CHANGES TO ROUTING OF
 STORM PIPING AND SANITARY PIPING.
  
 REVISIONS REQUIRED FOR SHEETS P-2.1 AND
 P-2.3 TO REFLECT CHANGES FROM P-2.2 &
 P-2.3.
  
  
 REVISION DENIED
  
 SHT P-3.2 STORM PIPING DOES NOT REFLECT
 THE CHANGES SHOWN ON SHT P-2.2 WHERE THE
 TWO ROOF DRAINS TIE TOGETHER AT COL.
 LINE #2.
  
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 7 Status P Date 2005-08-03 Cont ID  
Sent By kstevens Date 2005-08-03 Time 09:25 Rev Time 0.75
Received By kstevens Date 2005-08-03 Time 09:25 Sent To  
Notes
2005-08-03 00:00:00REVISION/DENIED
 REFERENCE: FBC-2001 CHAPTER 1
  
  
 REVISION FOR SHEET P2.1 APPROVED
 REVISION FOR SHEET P3.1 DENIED - RISER
 DIAGRAM DOES NOT REFLECT THE FLOOR PLAN.
  
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 6 Status P Date 2005-06-01 Cont ID  
Sent By kstevens Date 2005-06-01 Time 07:38 Rev Time 1.00
Received By kstevens Date 2005-05-31 Time 14:55 Sent To  
Notes
2005-06-01 00:00:00REVISION OK
 CHANGED ROUTING FOR 1 RWL AND TIED IN IN
 ANOTHER LOCATION. CHANGED ROUTING FOR
 SANT. IN TWO LOCATIONS. ADDED A FLOOR
 DRAIN IN THE MECHANICAL ROOM. - REVISION
 REQUIRED ON THE SANT. RISER DIAGRAM FOR
 CHANGES ON THE SANT. FLOOR PLAN.
Review Stop P PLUMBING
Rev No 5 Status P Date 2004-12-29 Cont ID  
Sent By kstevens Date 2004-12-29 Time 08:46 Rev Time 0.85
Received By kstevens Date 2004-12-29 Time 08:46 Sent To  
Notes
2004-12-29 00:00:00REVISION OK-5 SHEETS
Review Stop P PLUMBING
Rev No 4 Status F Date 2004-12-03 Cont ID  
Sent By kstevens Date 2004-12-03 Time 11:08 Rev Time 1.00
Received By kstevens Date 2004-12-03 Time 11:08 Sent To  
Notes
2004-12-03 00:00:00PLANS ARE CODE COMPLIANT, BUT 3 SETS OF
 PLANS ARE REQUIRED. ONLY TWO SUBMITTED
 KSTEVENS - PLANS WILL BE APPROVED AND
 STAMPED AS REVISION WHEN THREE SETS ARE
 SUBMITTED
Review Stop P PLUMBING
Rev No 3 Status P Date 2004-07-21 Cont ID  
Sent By kstevens Date 2004-07-21 Time 11:42 Rev Time 1.00
Received By kstevens Date 2004-07-21 Time 11:42 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2004-06-18 Cont ID  
Sent By kstevens Date 2004-06-18 Time 18:35 Rev Time 0.75
Received By kstevens Date 2004-06-18 Time 18:02 Sent To  
Notes
2004-06-18 00:00:00DENIED
 REFERENCE: FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
  
  
 1) FROM PREVIOUS REVIEW:
 - SHT A4.3 SUBMIT DETAILS FOR SECTION
 11-4.16.2 CLEAR FLOOR SPACE.
 - SHT A4.3 SUBMIT DETAILS FOR SECTION
 11-4.16.3 TOILET HEIGHT.
 - SHT A4.3 SUBMIT DETAILS FOR SECTION
 11-4.19.3 CLEAR FLOOR SPACE.
 - SHT A4.3 SUBMIT DETAILS FOR SECTION
 11-4.19.4 EXPOSED PIPES AND SURFACES.
 - SHT A4.3 SUBMIT DETAILS FOR SECTION
 11-4.22.3 CLEAR FLOOR SPACE.
 - SHT A4.3 SUBMIT DETAILS FOR SECTION
 11-4.24.2 HEIGHT.
 - SHT A4.3 SUBMIT DETAILS FOR SECTION
 11-4.24.3 KNEE CLEARANCE.
 - SHT A4.3 SUBMIT DETAILS FOR SECTION
 11-4.24.4 DEPTH.
 - SHT A4.3 SUBMIT DETAILS FOR SECTION
 11-4.24.6 EXPOSED PIPES AND SURFACES.
 2) REMOVE ALL VOIDED SHEETS. SUBMIT TWO
 COMPLETE SETS OF PLANS FOR REVIEW. SUB-
 MIT ONE SET OF OLD SHEETS FOR COMPAIRI-
 SON.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 1 Status F Date 2004-04-26 Cont ID  
Sent By kstevens Date 2004-04-26 Time 12:15 Rev Time 2.50
Received By kstevens Date 2004-04-26 Time 07:33 Sent To  
Notes
2004-04-26 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 FUEL GAS
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
 FBC-2001 BUILDING
  
 1) SHT A4.3 SUBMIT DETAILS FOR SECTIONS
 11-4.16, 11-4.19, 11-4.22 AND 11-4.24
 AND ALL SUBSECTIONS.
 2) SHTS P-2.2 & P-2.3 SANT. RISER #2 AND
 WATER RISER #1 SHOWN AS SAME RISER.
 PLEASE CLARIFY.
 3) SHTS P-2.1 & P-2.3 (SANT. RISER DIAG-
 RAM) - FLOOR DRAIN IN DUMPSTER PAD NOT
 APPROVED. - STORM WATER SHALL NOT DRAIN
 INTO SANITARY.
 4) SHT P-3.2 WATER RISER DIAGRAM. PIPE
 SHOWN AS 4" @ 4% THRU 4" @ 1% NOT APPRO-
 VED. - HORIZONTAL DRAINAGE PIPING SHALL
 BE INSTALLED IN UNIFORM ALIGNMENT AT
 UNIFORM SLOPES. SECTION 704.1 - PIPE
 SHALL BE MINIMUM 5" PIPE @ 1% PER TABLE
 1106.3.
 5) SEPARATE GAS PERMIT REQUIRED. THE
 FOLLOWING INFORMATION IS REQUIRED FOR
 GAS PERMIT.
 A. SUBMIT AN ISOMETRIC DRAWING THAT
 CLEARLY SHOWS ALL CUT SECTIONS OF PIPE
 AND CORRESPONDING LENGTHS PER FBC-2001
 FUEL GAS CODE.
 B. SHOW TYPE OF PIPING MATERIAL BEING
 INSTALLED, ALL PIPE SIZES.
 C. TYPE OF GAS, (LP OR NATURAL)
 D. INDICATE THE DELIVERY PRESSURE (PSI)
 PER FBC-2001 FUEL GAS CODE SEC. 402.2.
 NATURAL GAS SPECIFY .5 PSI OR 2 PSI.
 E. SUBMIT MANUFACTURE SHEETS FOR ALL GAS
 EQUIPMENT TO VERIFY COMPLIANCE WITH
 STANDARDS NFPA 54, NFPA 58, AND THE
 FBC-2001 FUEL GAS CODE SEC 402.2
 6) SHTS A1.4 & A1.4.1 INDICATE SIZE OF
 OVERFLOW SCUPPERS. SHOW WIDTH OF OPENING
 ON DETAIL #12
 7) SEPARATE IRRIGATION PERMIT/PLANS REQ-
 UIRED.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 9 Status P Date 2007-08-22 Cont ID  
Sent By astelly Date 2007-08-22 Time 14:49 Rev Time 0.00
Received By astelly Date 2007-08-22 Time 14:49 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 8 Status P Date 2007-07-02 Cont ID  
Sent By mflis Date 2007-07-02 Time 14:05 Rev Time 0.00
Received By mflis Date 2007-07-02 Time 14:05 Sent To B
Notes
2007-07-02 14:07:41ZONING REVIEW: PASSED
  
 1) INSTALLATION OF BRICK PAVERS IN ROW - APPLICANT TO
 MAINTAIN AND CONFIRM THAT BRICK INSTALLATION SMOOTH AND
 FLUSH (NO TRIPPING HAZARDS)
  
 2) INSTALLATION OF PALMS IN ROW - APPLICANT TO CONFIRM
 PALMS ARE TRIMMED HIGH ENOUGH FOR 8'-0" PEDESTIAN
 CLEARANCE
  
 MATT FLIS - 822-1445
Review Stop Z ZONING
Rev No 7 Status P Date 2007-06-08 Cont ID  
Sent By mflis Date 2007-06-08 Time 08:40 Rev Time 0.00
Received By mflis Date 2007-06-08 Time 08:40 Sent To  
Notes
2007-06-08 08:41:35ZONING REVIEW: PASSED
  
 - REVISION OF STREETSCAPE ONLY TO REFLECT PALMS AND
 BRICK WITHIN PROPERTY LINE
 - SIDEWALK TO REMAIN CONCRETE AS ORIGINALLY APPROVED
  
 MATT FLIS - 822-1445
Review Stop Z ZONING
Rev No 6 Status F Date 2007-02-21 Cont ID  
Sent By aaponte Date 2007-02-21 Time 14:47 Rev Time 0.00
Received By aaponte Date 2007-02-21 Time 14:47 Sent To  
Notes
2007-02-21 14:50:58SIDEWALK SHALL BE CONCRETE, AS APPROVED ON THE ORIGINAL
 PERMIT.
 INTERIOR TENANT IMPROVEMENTS DOES NOT NEED ZONING
 APPROVAL UNLESS A MODIFICATION OF THE FACADE IS
 PROPOSED. PLEASE EXPLAIN WHAT ARE THE CHANGES TO THE
 FACADE, IF ANY, WITH THE PROPOSED TENANT IMPROVEMENTS.
Review Stop Z ZONING
Rev No 5 Status P Date 2004-12-28 Cont ID  
Sent By mmclean Date 2004-12-28 Time 09:04 Rev Time 0.00
Received By mmclean Date 2004-12-28 Time 09:04 Sent To  
Notes
2004-12-28 00:00:00APPROVED BY ANA MARIE APONTE, 822-1439
Review Stop Z ZONING
Rev No 4 Status P Date 2004-08-16 Cont ID  
Sent By agiannio Date 2004-08-16 Time 10:18 Rev Time 2.00
Received By agiannio Date 2004-08-16 Time 10:18 Sent To  
Notes
2004-08-16 00:00:00PROVISO:SIDEWALK MATERIAL SHALL MATCH
 EXISTING ADJACENT SIDEWALK MATERIAL AND
 STREET TRESS SHALL BE EQUALLY SPACED W/
 EXISTING TREES INSTALLED ADJACENT TO THE
 CURB AND SHALL BE SAME SPECIES.
Review Stop Z ZONING
Rev No 3 Status F Date 2004-07-13 Cont ID  
Sent By rbrown Date 2004-08-06 Time 17:32 Rev Time 0.00
Received By aaponte Date 2004-07-13 Time 09:16 Sent To  
Notes
2004-07-13 00:00:00FINAL ZONING APPROVAL PENDING APPROVAL
 OF AIR RIGHTS AND PARKING RESOLUTIONS
 BY CITY COMMISSION ON JULY 19,2004
 1. SOUTHWEST TOWER OVERHANG IS
 ENCROACHING THE NEIGHBOR PROPERTY.
Review Stop Z ZONING
Rev No 2 Status F Date 2004-06-11 Cont ID  
Sent By aaponte Date 2004-06-11 Time 11:24 Rev Time 0.00
Received By aaponte Date 2004-06-11 Time 11:24 Sent To  
Notes
2004-06-11 00:00:001. THE BALCONY ON THE SOUTH ELEVATION
 IS ENCROACHING THE CITY RIGHT OF WAY. A
 RESOLUTION FOR THE AIR RIGHTS EASEMENT
 HAS TO BE ISSUED.
 2. PLEASE CONFIRM THAT THE PARKING
 AGGREAMENT HAS BEEN SIGNED.
 3. TREES ON THE SIDEWALK HAVE TO BE
 MOVED ADJACENT TO THE CURB.
Review Stop Z ZONING
Rev No 1 Status F Date 2004-05-10 Cont ID  
Sent By agiannio Date 2004-05-10 Time 15:32 Rev Time 0.00
Received By agiannio Date 2004-05-10 Time 15:32 Sent To  
Notes
2004-05-10 00:00:00SECTION 94-107(A)(4) SIDEWALK STORY SHAL
 BE NO LESS THAN 12' FF TO FC
 SECTION 94-107(B)(2) CONFIRM 10 FT.
 SEPARATION ON DRAWINGS
 SECTION 94-107(D)(1) PROPERTY RECIEVED
 A 21 SPACE ADJUSTMENT BY THE DAC,
 PROPOSED PROJECT IS LARGER AND REQUIRES
 MORE PARKING.PLEASE PROVIDE TABLE
 FOR PARKING REQUIREMENT AND EXECUTED
 PARKING CARD ACCESS AGREEMENT TO RECEIVE
 ZONING APPROVAL


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